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HomeMy WebLinkAboutSDP202000029 Plan - Revision 2021-04-14L 0 0 Gr, � N o 0 00 CHARLOTTESVILLE TMP 56-87.1 BOLTON, CONSTANCE TRUST & SHIRLEY BOLTON ' WB 2013-163 s I I Refer to Sheets C-102 C-201 I TMP 7 C— 2 0 3 ELEMENTAL ECOTECH, LLC DB 4796-325 14.06 ACRES C — 2 0 5 ZONE: LI ' USE: VACANT C — 2 0 7 1HY I I I I I TMP 77-40C2 __ -- --------------- NER DD 3155-18 _-- - Refer to Sheets ZONE: LI I , " USE: DRY I ", AdiAr s'"Ber C — 0 1 - - - -�- - - - CLEANERS , , _. BBoweWc Bp1 " ------ (so ' N78,17441 :.. __ C-200 - 27g 61" _ - 1 C— 202 � C— 204 i 0 AY fiTRB 56....\ l/''�` BPBAOw 63B fiA C — 2 0 V 1 6B' NBWU6 6�TYBm " = i .. FOS m TMP 77-40B ELEMENTAL ECOTECH, LLC DB 4796-325 N TMP 77-40 6 MARTUC LLC _ ) D.B. 3847, Pg. 332 ZONE: LI USE: DIST. WAREHOUSE / / Ncl-NX=a------ 27 Top-J.ttl __- ___ Inv. N-31a.80 Inv aE 1 E / I - / I � / I S 5T0354- E '------------------- �w --- m 46.00' 2g$ N 57.03'54" W o 162.00' bi 44 Existing In Building __----� Existing Asphalt Parking TMP 77-40M �- H5, LLC DB 5033-635 ZONE: LI USE. DIST. j WAREHOUSE -0E 5=4, E LEGEND \ DB DEED BOOK PG PAGE FH FIRE HYDRANT WV WATERVALVE WM WATER METER FFE FINISHED FLOOR ELEVATION UFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE PP POWER POLE SCC STORMWATER CONVEYANCE CHANNEL WP WALL PACK --- ULD--- ULTIMATE LIMITS OF DISTURBANCE --- TP ---- TREE PROTECTION FENCING --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT PRESERVED SLOPES PER GIS v v v MANAGED SLOPES PER GIS + + EXISTING TREES TO BE REMOVED ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT 1 PARCEL OVERVIEW -10 SCALE: 1" = 50' sy\S 3gS.9 Sx � TMP 77-21 RIVANNA WATER & SEWER AUTHORITY D.B. 3594, Pg. 660 ZONE. LI USE.' DVACANT CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH Cl 58.94' 408.40' 8.16*07" S 21'39'54" W 58.89' C2 123.70' 408.40' 17.204" S 09.28'05" W 123.22' C3 441.05' 365.25' 69•11'or, IN 34.45'24" N 414.73' 0 50' 100' 150' 77^07'11" W C© •u� EM� 0 SIGNATURE PANEL APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS DEPARTMENT OF FIRE RESCUE VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY SERVICE AUTHORITY 36p 81 TMP 77-38B RIVANNA WATER & SEWER AUTHORITY DB 768-277 DB 616-135, PLAT ZONE: LI USE: VACANT Existing Industrial I building TMP 77-40N TREM COMMERC L RENTALS, L DB 2893-653 DB 907-684, PLAT ZONE: LI USE: STORAC WAREHOUSE I i Existing Industrial 1 building I I I y I / II 7 TMP 77-38B �J RIVANNA WATER & z SEWER AUTHORITY m DB 768-277 ` DB 616-135, PLAT ZONE: LI USE: VACANT TMP 77-40A " _-_ -------- ' RIVANNA WATER &,--' SEWER AUTHORITY I DB 565-288 DB 331-554, PLAT -_ ' - _ ------ ZONE: LI I I i I I USE: VACANT ---- - MCI-NH-a2 /OS Rlm-518.20 ZV � 3B• Inv. In-.xa.]6 4 Jp" Inv In-J09.]9 I o• Nv a -JBB6B a O / / /4 SDP 202000029E1 MAJOR SITE PLAN AMENDMENT FOR WOOLEN MILLS LIGHT INDUSTRIAL PARK TAX MAP 77PARCEL 40B w, h q SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA C)z Purpose of This Amendment C 1. The purpose of this Amendment to SDP201800065 is to create Phase 2, which includes revised buildings, roads, and utilities. C\2 U) x The Intersection of Ford Road and Moores Creek Lane has not been revised. Co U) F 2. The existing easements recorded in DB 5210-304 will have to be revised prior to approval of this amendment. New easements were recorded in DB PG . z a a w 3. The only plans from SDP201600076 that are not amended by this amendment are SP8 and SP18. These sheets are shown on M a C-401 and C-402 for reference purposes only. z x Q r x SITE DATA A U SITE PLAN NUMBER: SDP201600076, SDP201800065 Z � Z ZMA NUMBER: ZMA201800017 Z WPO PLAN NUMBER: WP0201600072 p C\2o LEGAL REFERENCE: TM 77, PARCEL 40B n -a RECORDED PLATS & DEEDS: DB 5210-304, DB 4796-325, DB 4673-132, DB 4790-637, DB 4935-90, DB 4797-416, DB 676-326, DB 4893-401, DB 4797-428, Z rn rii DB 4796-325, DB 4452-283, DB 4111-180, DB 3088-272, DB 2797-29, DB 2797-623, DB 1751-156, DB 900-440, DB 274-70 DB 5198-30, DB 5198-45, H > C'2 w DB 5177-1 I�- N' 20 I� xa_�'tA OWNER/APPLICANT: ELEMENTAL ECOTECH, INC. co a 809 BOLLING AVE, UNIT C x F .. CHARLOTTESVILLE, VA 22902 •1t• w Elw MAGISTERIAL DISTRICT: SCOTTSVILLE Z Z a x � x 1� �• ZONING DISTRICT: LI - LIGHT INDUSTRY, FLOOD HAZARD, STEEP SLOPES (MANAGED AND PRESERVED) P W t U PROPOSED USE: USE OF EACH BUILDING SHALL BE BY -RIGHT LI PER SECTION 18.26.2 OF THE ALBEMARLE ZONING ORDINANCE. Z PARCEL AREA: 14.06 ACRES a C71 Z PARCEL ADDRESS: NOT ASSIGNED W SOURCE OF BOUNDARY: PLAT RECORDED IN DB 4893, PG 401 SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY PERFORMED BY DRAPER ADEN, DATED FEBRUARY 20, 2015 OFFSITE TOPOGRAPHY FROM ALBEMARLE COUNTY CIS DATA. TOPOGRAPHY WAS VISUALLY VERIFIED BY TIMOTHY MILLER ON MARCH 20, 2018. FLOODPLAIN: PORTION OF PARCEL IS IN ZONE X AS SHOWN ON FEMA MAP NO. 51003CO289D, EFFECTIVE DATE FEBRUARY 4, 2005, AND MAP REVISION DATED FEBRUARY 6, 2017. 100-YEAR FLOOD ELEVATION IS 324.00. SWM VOLUME CONTROL: AREA OF DEVELOPMENT IS LESS THAN 1% OF TOTAL DRAINAGE AREA. SWM WATER QUALITY: CONSERVED OPEN SPACE AND PURCHASE OF NUTRIENT CREDITS. PUBLIC WATER SUPPLY: THIS PARCEL IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. BUILDING SETBACK: FRONT MINIMUM: 10' FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY. FRONT MAXIMUM: NONE SIDE AND REAR MINIMUM: PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. SIDE AND REAR MAXIMUM: NONE IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO HISTORIC DISTRICT: (i) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FEE FROM THE DISTRICT BOUNDARY; AND (ii) NO PORTION OF ANY OFF-STREET PARKING SPACE SHALL BE LOCATED CLOSER THAN 30 FEET FROM THE DISTRICT BOUNDARY. BUILDING STEPBACK: FRONT: FOR EACH STORY THAT THAT BEGINS ABOVE 40' IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15'. SIDE AND REAR: NONE BUILDING HEIGHTS: MAXIMUM STRUCTURE HEIGHT: 65' THE MINIMUM STEPBACK REQUIREMENTS FOR ANY STORY THAT BEGIN ABOVE FORTY (40) FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, IN HEIGHT SHALL BE AS PROVIDED IN SECTION 4.20. FLOOR AREA RATIO: TOTAL BUILDING FOOTPRINT AREA: 145,413 SQ. FT. TOTAL PARCEL AREA: 612,629 SQ. FT. 145413 SF / 612,609 SF = 0.24 FAR PARKING SETBACK: FRONT MINIMUM (OFF-STREET PARKING AND LOADING SPACES): 10' FROM ANY PUBLIC STREET RIGHT-OF-WAY. PARKING: REQUIRED: ONE (1) SPACE PER EMPLOYEE ON THE LARGEST SHIFT PLUS ONE (1) SPACE PER FIVE HUNDRED (500) SQ. FT. OPEN TO THE PUBLIC FOR CUSTOMER PARKING BUT IN ALL CASES A MINIMUM OF TWO (2) CUSTOMER PARKING SPACES. ONE (1) LOADING SPACE IS REQUIRED FOR THE FIRST 10,000 SF OF INDUSTRIAL FLOOR AREA AND ONE (1) ADDITIONAL SPACE FOR EACH ADDITIONAL 20,000 SF. PROVIDED: PARKING REQUIREMENTS FOR EACH BUILDING WILL BE DETERMINED WHEN ZONING APPLICATION IS SUBMITTED FOR APPROVAL. 97 PARKING SPACES ARE PLANNED INCLUDING 10 HANDICAPPED ACCESSIBLE SPACES. 8 LOADING SPACES ARE PROVIDED TO SERVICE A TOTAL OF 150,000 SF OF INDUSTRIAL FLOOR AREA ANY ADDITIONAL PARKING SHALL BE PROVIDED WITHIN BUILDING FOOTPRINTS AND ADDRESSED DURING ZONING PERMIT PROCESS IF ANY SITE PARKING IS NEEDED THEN A SITE PLAN AMENDMENT WILL BE SUBMITTED FOR APPROVAL. MANAGED SLOPES 1. THE DEVELOPER IS PROPOSING TO DISTURB PORTIONS OF THE MANAGED SLOPES ON THE PROPERTY. FOR THESE LOCATIONS THE DISTURBANCE IS BY -RIGHT AND THE DEVELOPER WILL ADHERE TO THE DESIGN REQUIREMENTS OF 30.7.5. 2. A 19,645 SQ. FT. AREA OF PRESERVED SLOPES WAS REZONED TO MANAGED SLOPES AS SHOWN ON SHEET C-406 PER ZMA 201800017. w F QC>2 C> CO o o PRESERVED SLOPES 1. THERE ARE THREE LOCATIONS WHERE THE DEVELOPER IS PROPOSING TO DISTURB PRESERVED SLOPES. THE DISTURBANCE IN EACH LOCATION IS BY —RIGHT PER 30.7.4.B.1.(C), WHICH ALLOWS DISTURBANCE OF PRESERVED SLOPES FOR THE INSTALLATION OF PUBLIC FACILITIES. ALL FOUR CROSSINGS WILL BE COMPETED AS CLOSE AS PRACTICABLE TO PERPENDICULAR TO THE SLOPE, AND WILL BE CLEARED TO THE MINIMUM EXTENT POSSIBLE TO INSTALL THE UTILITY AS DIRECTED BY ORDINANCE. z A. STORM STRUCTURES 2. 3. &4: INSTALL PUBLIC STORM SEWER ACROSS PRESERVED SLOPES LOCATED AT THE LOW POINT OF THE SITE. THERE IS NO OTHER VIABLE OPTION TO ROUTE THE RUN—OFF TO MOORES CREEK, WHICH IS WHERE THE RUN—OFF CURRENTLY FLOWS. E P. B. STORMWATER CONVEYANCE CHANNEL SCC-2: INSTALL PUBLIC STORM CHANNEL ACROSS PRESERVED SLOPES TO ROUTE RUNOFF FROM FRANKLIN STREET a ALONG MOORES CREEK LANE THEN TO MOORES CREEK. THE RUNOFF CURRENT FLOWS ACROSS MOORES CREEK LANE, WHICH IS CREATES A HAZARDOUS CIOz n z z z CONDITION DURING HEAVY RAIN EVENTS. THIS INSTALLATION IS REQUIRED TO CORRECT THE CURRENT HAZARDOUS CONDITION. w �4 C. SANITARY SEWER A, B. & C: INSTALL PUBLIC SANITARY SEWER ACROSS PRESERVED SLOPES THAT ARE LOCATED ALONG MOORES CREEK LANE. THERE IS NO n 0 0 CD 0 CD 0 CD 0 OTHER VIABLE OPTION TO GET THE PROPOSED PUBLIC SANITARY SEWER CONNECTION TO THE EXISTING SANITARY SEWER MANHOLE LOCATED ON THE OTHER SIDE OF MOORES CREEK LANE. z z z z zzzz 0 U 0 U 0 U 0 U z 112 Eh / I Land Use Table SHEET INDEX FOR SDP202000029 Description Pre -Development % Post -Development % O Buildings 0 0.0% 73,084 11.9% v II C-100......... COVERSHEET Paved 18,300 3.0% 130,781 21.49/o C-101 EXISTING CONDITIONS & DEMOLITION PLAN Pervious 594,228 97.0% 408,663 66.7% I ........ C-102 ........ EXISTING CONDITIONS & DEMOLITION PLAN Total 612,528 100.0a/ 612,528 100.0% Z W a v 'v C-200 ........ SITE PLAN 1-� :u i C-201 ........ SITE PLAN Q 1-4 E-1 C-202 ........ GRADING PLAN SHEET INDEX FOR SDP201800065 SHEET INDEX FOR SDP201600076 C-203 ........ GRADING PLAN C-100......... EAV£SITEI�F(AMENDED) SP1.........CFIEE9 W �w x C-204 UTILITY PLAN (AMENDED) Z i/] U] / ........ C-205 ........ UTILITY PLAN C-101 ........ C-200 ........ (AMENDED) SITE N (AMENDED) SP2........ SP3 ........ �Tr>;IF:S (AMENDED) (AMENDED) �I W C-206 ........ LANDSCAPE PLAN C-201 ........ GRADMIS Ph7V4(AMENDED) SP4........ LAY9t}FPEMN (AMENDED) d Q C-207 LANDSCAPE PLAN C-202 ........ (AMENDED) AMENDED SP5 ........ 6R kDRiG PLAN (AMENDED) ) 0 Z ........ C-300 ........ STORM SEWER DRAINAGE AREAS C-203 ........ E�1AdHSC�kPE-PE�AI (AMENDED) SP6 ....... SP7........ E�PL�PF (AMENDED) EffilffRI16 PEAN Ra\road Tracks Z O C-301 ........ STORM PROFILES & DRAINAGE CALCULATIONS C-300 ........ C-301 (AMENDED) UTILITY »ET -TES (AMENDED) SP8 ........ (AMENDED) SIGHT DISTANCE PROFILES C-302 ........ UTILITY PROFILES ........ C-302 ........ (AMENDED) SP9 ........ DES (AMENDED) a Q-.i T C-303........ UTILITY DETAILS C-400........ FASEMEfff PEAT (AMENDED) SPIO....... (AMENDED) Br E- a C-304 ROAD PLAN, TYPICAL SECTIONS, &TRUCK ROUTINGS C-401 ........ APPROVED MAINTENANCE OF TRAFFIC PLAN SP11 ...... S"''PT"RV SEWER PROFILES (AMENDED) Cpr1tan pVe. °odwo E" W a E ........ C-305 ROAD PROFILES & SIGHT DISTANCE C-402 ......... APPROVED SITE DISTANCE PROFILE SP12 ....... (AMENDED) T Sf SITE E" w E- H ........ C-403 ......... LIGHTING PLAN SP13 ...... (AMENDED) C-306 ........ SITE DETAILS SP14 ..... DEFIES (AMENDED) TOo o w C-400 ........ EASEMENT PLAT SP15 .... DEES (AMENDED) °5 a C-401 ........ EASEMENT PLAT SP16 ..... �'r� (AMENDED) 11 6�) SHEET NO. C-402 ........ EASEMENT PLAT SP18 (AMENDED)°�\ MAINTENANCE OF TRAFFIC PLAN P � C-403 ........ APPROVED MAINTENANCE OF TRAFFIC PLAN ..... (2;10 C.l,,,,,,,,,,100 C-404 ........ APPROVED SITE DISTANCE PROFILE C-405 ........ LIGHTING PLAN 2 VICINITY M A P C-406 ........ APPROVED APPLICATION PLAN FOR ZMA 201800017 C-10 SCALE: 11)= 2007 SHEET 1 of 25 \ \ / �J 9° ' \ 0 (\ 9°;� I I\ \\ \ &�a1A�. S REST\'\ �\N BgOADo TE 1115 AW) \ ` --- — — Ex T a� _� _—_ — . — — \ / / i III, a \\ �� �9? I Po��P 6pR PUBLIC — — —/� i / \ s N tv U Fri �pXcv IV 02 20' 0 20' 40' 60' 00 ¢ F ,C 370—//� �i i � 0 \ \ \\ 90 iI I \\� SCALE: 1"=20' z E- 6 �w P J10, �' WP1ER P /< / / / \ IA Q v z A P / 4 $TREE DWAY EASE--i BRpA ACCES 326 \ / ✓ / /'k / / / k , `� / / / �a� / / 9°s�9O5 \ \ �li i I �- LEGEND w ' 1 PUBLIC 6ry5� tom.. / / / / �I/�' / / / 9°sue ° \ _ I / / \ DB DEED BOOK Q " 56 D� c �: c.�' c ' k� k�// /� k �/� //� / -- \ \ PG PAGE X _ \ / �X MH-3 I I� FH FIRE HYDRANT /\ �C I WV WATER VALVE FFE FINISHED FLOOR ELEVATION Z WM WATER METER I I UFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE a o PSL PARKING SETBACK LINE C .� PP POWER POLE � SCC STORMWATER CONVEYANCE CHANNEL � O WP WALL PACK Z 5 o O ULD--- ULTIMATE LIMITS OF DISTURBANCE I=� Q � > � w TV ---- TREE PROTECTION FENCING w a W m A- �/ k / k \ \ \ --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT O a co P X X X X 1 I I \f ----- - I11 II� \ � xwd x I 11 \ * wFw k X X Al I \ oz X k k X I I \ i I \ PRESERVED SLOPES PER GIS P. p j \ v v v MANAGED SLOPES PER GIS W U I \ k X k k k k k / / I I I 11 1 + + EXISTING TREES TO BE REMOVED � ',� 9 I O v EXISTING k k 9s l l ®VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT a Z _ I k X TREES X X 9°s I ii I w I L---- w` Pp 1 W k kl kl X I kll k I k 1\ k Ik X , k k k Ilk k I 1 k X (TBR) ti z \ to I I 1 XI X I k I X I IX A- I X l k I k I X l k l I X k Ex v2 a i I� I Ik I I X Ik Ik I k l I X I X I X I XI k l X X /k� \ \ II \\' ° X\ k l 1 XI kl l XI k l I k k l IX I k k k I k I X\ I X / k._I X �� a l \ I k l k l k l X I Ik Ik I I k lX X X I k \\ \ k �k I X X / \\\ 4p24S Existing Industrial Building / I I D 11 I A- I Ik I x I k I Al \ X -k k Existing I I l X X X 1111 I \ o I I I XI I k Ik I I X X X I \ III Asphalt l �I I ❑ Z\ \� I I I klkl k kl I X k 1 Ik X k k XIk k k \ Al k X I \\ _� Parrkin l l a\ 1 1 X I 1 I kl I I k I I X I I hl k \ k X g I I X I k l I Ik lk k k I k I I X I I X I I k X k I I I I 1 I X I kl X I Ik I k X \ I k 1 I k I k k I k l X X k to a I \ kl I k X Ik I \ I \ \ \ I 1 1 1 k II k l X IIX I k Ilk �\ X\ \k k\\ X I X k k\ k A- \ k\ \\ \ \X X X-k X 404, � I \\ \ 1 1 II I I k X � I k k \ k\ X \ k \ \k X X 1 1 X I k I k I-k k1 k\ k I k k \k k k \\ Al k \\ k k lf' SAWCUT'LINE I \ 1 I X \ X \ k k k"A -k' I II 1 k I X I k X\ X \ k \ \ \ X \ X." \I \ m 1 I I 1 I Ik X k l I k l kl \x k X\ X X \ \ A- \X k \ EX CONC \\ m I I X k X k\ k \k k\ \ X \ X / \ ASPHALT RETAINING WALL �------------- I I I I I I I I l k1 XI k l I kl k 1 X\A- l k Al 'k k'k \ k k \ X — —>� — ORTION Q--------------- 1 k k 4k k\ k\\ k� \k l \ I \ I 1 I I I I I k I X I I k Ik \ X \ \ k X k X k\ \ k \ 6' HIGH CHAINLINK FENCE II T ITW=403.1 \ \\\ I I I X k1 1 k \ X \ X -k TBR \ Al\ k X\ I I I I kl k k\ k k \ �X Il \ I I I J I II kl X I k l X\\A- X I k \k Ik k Ik k k\ k \X\\ X k k X�� lk\ k X Al \4p2 /l ---- -- J I \ I I I I I I 1 \k k \ \ k\ \ X %� \ k k — \ k \ � — — _ / EX. CURB EX 22 I \ \ I F A\ k EXISTING k \ X k A- X I I I I I I I I m \ X \ X X \X 1 SIDEWALK / QI I I I I I I I X \ k\ k\ \k k TREES k k \ k X k X k (TBR) / ,�k I X \ k k X k \ \\ II I I I \ X k\ X\ k\ (TBR) k\ \k X k X k k\ \k k X 1 1 \ I I I I 1 XI X I \ k X X k\\Ar \ k\ y� X 1 I I I I I 1 I k\ \ k\ \k \ \X \ k\ X l \A- k \ 1 I I I I I I I k IX I \k k X A k\A- X k \ k \\X k\J/ h��_-- k\ X 1 w \ I I 1 1 I \ X \ X X \ k\ X \ \ k\ X k k j k k IN( ------ U k w building I I I I kl I k\ k X X\\ k X k\ \k k X k / k o_ \ --- Y \\ Existing Ind 1 I kIk \ k k\ k k \ k X k\ k -k k k k\ k -k k \------------02 --- I V' z I \ 1 1 1 I I k \k \ X \ k \ k \ k k- __X X X �I w� z \ k k\ k k\ k k\ k k\\ k k k k k \ *\k k k� k�k k X k k X k I I \ 1 I I I I k I kIk \ k \k \k k \ k X \ \ k -k \ k k� \ k \k k 'k X - - k -k- - — — — — -#00 I I I A- I I X\ X X k A- \ k k \ -k X k --_ \ k Ld \ �6T I hl \k X\\ A- -- k\\_ > k k\ X X k k \\ k k \k X k k k X\k k k k k \_ _ k \\\ Al k k X X/ k X k. E 21 \ \ k l l k I \ k\ k k\ k \\ k -k----mac X \ k k k A- k //X 'k -k �.� k- ---\ -- -- \ Xl I Ik k \ \X X \, k \k k k A- �2 k--- k k \ \ I I II I k I I XI I k\ k\ k \ k k \\ k k�yPP k X \ k k k X\-- k-� X�k_\ k�k X X k a \ X \\\ 0 0 0 I k l I k k I I k k k X\ X k \ k X -- k- X \ -EX. w k \ k X k k--'-- �� X / END _ .Q \� _-_- ¢ o --- n o I k I k l k k\ k k k k\ X k X k \X -- X \ k \ k \ k \ k k\ k X /�X � k � \ ��_--- // ,SEC�ON-\�- 1 / k Al\ \ * ¢w t k � ._ � k k I I I I k\ \ k \k X\ X X\ k k k k X k k� k k \ k I I k\ X k2.2C1� \ k\ \ \ X� k\ k \k X \ k X \ k k X�k k k k X k/ __ I I 1 \i — 6 \ k X _ \ II I ° of k o h\ X\ \kk k\ k \ k\� k �\ k X k9o—X_k k ,k, k XI _k` X`, h-i�y---// I X \ \\ \\�\ o I l l \ \ k \ \k X k k k k /mil` k a k k Cy \ X k -k \ \ \\e \ -- rx U, q/ X \ - 9 X X \\ ---- z z z z \ \ X \X� k k k\ </ k - - _ k . T N I I \ \ \ k X k X k \ X / k _ he /k kj k 3 r/ k\ /k\� \ \ F F 1 X k k X - N _ k\k \k X \\k k k k k k Al / k �'k�k � X X k/X �k \\\ k --- k kl ��-���� o 0 0 0 `d L) U U U k - -/�--- r a k--__ �I I IW \ \ \ E- A- ,k k\ \ k\ \ \ k \ X \ k k I k X X k -/k k / k/ �X Jk / k \�\k�\k \ k k k k ���� k a la _/I_��-----�---- \ k\ k k k -X -- k �I 3 0 0 0 0 I \ -k� \ \ k \ \X \ �� k Al kL X k / k A- �r - - k \ k k X k k _ \ \ X k k k 8 k k X k X / k/ / k / X k k\\� X --k //k k k k - —a- \ k \ k k k k X X \k k �- k X k X X \\ h\ X\ \ k\ \� k \ k� k Ik k \���k k k // k k\\ \ `k\� \ X/// k X k k ��\ a - - \ k� \k\ k k X k k X---�-� -__----�--�- z c:co it \ \ ---k \ k\ \ k X\ k �/ k/ k/ X k k\ k\ k\\\ k k k h�--X-k�-- X k k \ �_ - -- ° I� \ \ ` - \ k \k \k \\ k \X k X X - X �k Al k k k k X ----�--- \ k (( k k k X X k /k /X X/ k /� k // k X� k \\,�\k\ k k \k X k k X k k k I \ X\ \\ k\ k \ \ k\ X k k k k k / k / X/ / k X \\ \�1 X k X k k - a k _�� k k/k k /� k k k \ \ k \\ k X X\ k k- k_--�--- \ k k \\ k\ k\ k k k X k k / k/ X \\ \k \ \ \ A- \ \k \ � - k ` k \ k k k / k / k /- k- k k k\ \X k k \k X\\ EXISTING k X � k \ / k \ \ X \ \ X\ k X A- k X / k / X / k k/ X---_ k \ \ \�--/ a3 l z - >r \ k \ k k k l\ k\ X k � k / k / k/ k // k X \ k \X\ X \ a 7r k\ \ \k \ k\ \ k �� k k� X A- k X/ k / A- k \ \� \ \ �'\ k TREES k �X X k _ k X/ X k / X k _ _k �c\ y� \�I k \ X k\ Al X X k 1 Z \ k k k k —k k // k/ k/k / k� k//k k/k _�-k \� k \ k\ k �\k X k (TBR) k X X k Al X k k kk X Z � \k k k k k / / k k/ / k /ki k k k k X X \ \ \ \ \ \ \ X \ -� -c X k k k k �� k i a O k X k X \�\� / / X-� k� \� k\\ k k k k k X k k k X k k k X k X w E� Z k \k k k �X \ \ � \ \ \ \ \ \ \ \ \ \ \ kk F S \k X \ k \ \ Alk X k /k / k X / k X X /X /k� k / X X k k \ \ k \ \ k� X \ \ \ \ k \ \ k k k -v k X X k Al O \ \ \ \ \ o0 \ k \ �/ U1 O r \ \ X k X kk- k \ \k \ k X k k k X k k k k X �_ \ \ X�- ��\ \ k k k k � X k X k k � w � U �r \ k\k/� X k _ X k k k X---- k X k k k k �r \ k k \k / / k / k X EXISTING ' k k \ \ \ \ k k pQv/ \ \ \ \ \ X \ X / k/ �' / �/ k \k k X--�k k\ \ o \ k k X_ X k X O 00 01-k \ \ \ \ \ k k \ \ k X \ k \ k�I\ \'t' \ aka k X X k - k �X k k Z \\ o \\ \ \ \ k\ X\ X TREES /k' k k \ k \\ k �� k\ k k k k k X k k X X k k-X— k W U] f� X X� k \ k �k \ \ (TBR) / k' X _ k \ ZC \k X \ \ \ X k X k \ _k, k k - 3/ \ k ��II ° T X X \ \ \� k k X k X_ k / k k / /k k k� \ k �- �k� X - X k X \k k k F w jam( k� \ \ \ \ \ \ X \k \\ k k k / k/ X k X k �k k k X 0 k k k X k k * a a T x \� \ \ X \3 j�k A- -k, X _ k� k k X k / /k i - � kk/-� k �\ 1 U E- � ' >k \k k k- k�\ k X�\�_ \ \ \ �� \ \ X k -- k k /'k / k k / X A' \\ k\ X k X A- A k X\ _ a o J \\ \ \ \ \ \ \ ��X k X� /X / �k / of k k k X--------- - \ ( ) \ \ \ \ , X\ ��k k 5---- -- k / X k/ / k -� k\ k �k X k k - �\ \\ � k � - - -- - ' SHEET NO. Al k- Al k k X k <- �- r _k _k k k - X k k k X k \ \k \ k V 10 I REFER TO SHEET C-102 SHEET 2 of 25 REFER TO SHEET C-101 &�� ,A� Or \ \ \ \ Y—_— X � irk /� k X k EXISTING X Al � � � � N — �� k k k _k �X k k l / \ \ \ \ \ ` X \ \ � �k / k/ k k / �/� k �k \ k I\ k k\ ^ X\ a o X ^ k ^ X -k_ ^ X p kl i \ \ \ \ \ \ \ \ k X X X \k /k / k X / k k X \ k k�I \ \ \ k k\ ��k k / k l k k/ TREES / k X� k k \ k� k `� k k�\� \\ X X k k X X X k X k X/ X X lk X / (TBR) k k' X k \ X� �.� �� ill '1k Al�� �`� Al k k k \ k X X 3� \ k �� k X k k k X k ti X X° —��`� X k X k X k k\ X X \ k X k 4 k— YF / X k / k / �/ X— k k X k — k—J / k / W / X —--� k \ k k�� k XI — ���__ _ X—--- x-- C) k -- k X // k /k k /X /� k k X �\\X k\ X X\X��_ X X k X X �� X k] X _ — — k k o iX �k �s-- o \ \ \ \------- k X k—��-�1-�-- X x \\ \\��� —\\ �\CV X9---- 1 F k k �k�/ X ��k i X X X k \36� k k k k— X�k \ k �2 k\�I k k X k _ Al ki--'�X w w 4- — — — — — / k JX / ki /X k \ k \ k X k k k \ \k k \ X X k F .a as w w ° k \ X k k -- z 6 h\ \ �V X X X Al k X 0 Q z ra W �t� k k o w w ¢ z x k �k k �k \ q?t� ��� X � �k k a ---� k----�k \X \ k\ \ k F k Q w X / k k—�k \k X X--- X k \ k \k k\ k/k� X\ k k k y Q X� k __ X—_ k ��k' Al X k �X \ k k — �---k k---X -- k k \\ k k\ \k k\ X \\ k k \\ k� k X k k \ \ \ \ k \k \ X X _ —k X k \ \ \ \ \ X X \ k k \ X k\ k�X I\ k — k—\ k k X �/k k k k k \ k k k X k \X k— \ k —� X X �� k �X k k X -- X_ k k k k\\ k \ k \X \X X k X Al — _ k X �� / �Jk— A- \X \\ X k \\X X k k k k k\ / k k k X X X \ X k X k X� �\ X k\ X k k FEN Z X Al k X k — X k k k \k k k\\ k k X X �— k _ k k� _ e k k�k� k��� X X—\X X\k J�� k \ k\ \ k -- X k �'k i�X — k X >c ___—k k \ k\ \ X\ k �� \k — yl / p �o ve/ �o ?r X \ X \ k X k � �— _ k X — -k— — k k \ �k \ �k \ k \ k * w 2M R I /N/ k \ ---- _ k k X�'rr' k X _k -k —��k� ��h X X�—k _X k k X —k k \ k �\ \ k\ \� X\ � yl--------// // a C2 k� >C� m w k Co _ X --_ X X k \ k -- Q' W ai X k k� k X X k k �k k X k_ X _ X k\ k \k \\ __—__— k Vycoq — \— / �P:; X k_ _k X X _ X k 1k k \ \ _ � �� \ X \ —_ �— 5— k k --� p °np \ le' EXISTING X' \ _ _ _ / — X — — k k k k k \ X \ °nP — _ _ — k —k- — - TREES k — X k— �- _ X k X P. ¢ a. — — — — — — — — — — — _ — _ — _ y \ \ \ _ _ _ _ — — _ — — cx� 8' — °n k — X k k k P�ar,fl, _k_fY— k (TBR) k �— X k k X --�� X -X X RRnCh`hor gCSq \ r °Fp — Al X k X k X k X k —�— _k X X --k k \REF \ \ \\ \\ \ \\ \\ --- 7 Al X Al n _ P k\ k OP k � k —k — —k ^ e,� � — k X X stall temporary chain link �X k\ k — X Install during installation of° sanitary sewer. 8 CNq/ � MOARIABLRiEK LIDFANE--------------------8 ■ \ FA/CF N //Vk PUBLIC�� CESSWEASEMENT _ —____ — -- Remove portion of existing _ 00—yR FEMq —------- ---------- sanitary sewerlr ed Replacestall _ \ \ \ _ FloodPla(n fence after sanitary has — en\ \ \ �INV 319-4 \ \ o — —------beQI installed. \ \ \ \ / /// ob /MCI—MH-04—_--___ Top=327.10' I _ — 3C" Clay (R IR�In-310.90 — _ — WSA) — �� Rim=322.64' Inv Out Inv. In=310.36 =310.80' — I —a Inv ut=310.26No j INV=319.0 \ \ \ � ' \Q' lRwsPl / / � ' � / / / II C' X X X k k '` i k k // \ \ � / \ ,, • I EXISTING x/ k X X k k k TREES (TBR) X k k k//' \\\ S�J \\ I ! i \s T / ---- — II Z AA SWF MCI —MH-02 Rim=319.20 8.79 30" IOut30308 69' t // \ E" coo c��i ci el / \ �� / C] o CQ --- / \ z FH FLOOD HAZARD/ a / / I OVERLAY DISTRICT / / / F F F F I / I / / w w w w zr z z z o 0 0 0 i a3 zoo Zo LEGEND / , o DB DEED BOOKPG PAGE N FH IT' RE HYDRANT , \\ \ / / I \\ / / / E W F W wv WATER VALVE F a F ME WM WATER TER / / / U E� c FFE FINISHED FLOOR ELEVATION E- o UFE UPPER FINISHED FLOOR ELEVATION , / \ \ // \ \ / O w �co BSL BUILDING SETBACK LINE PRESERVED SLOPES PER GIS / \ \ \ \ ✓/ // / I / // a PSL PARKING SETBACK LINE PP POWER POLE v v v MANAGED SLOPES PER GIS / \ \ \ \ \ \ / / I r / / SHEET N0. \\ ,T SCC STORMWATER CONVEYANCE CHANNEL 0 20' 40' 60' WP WALL PACK + + EXISTING TREES TO BE REMOVED --- ULD--- ULTIMATE LIMITS OF DISTURBANCE C-102 --- TP ---- TREE PROTECTION FENCING ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT / \ / / SCALE: 1 0' --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT SHEET 3 of 25 9 �y W W � 2� N� 2� �a w I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I a� a��a CI <� -a a -- Enndd of ACSA public sewer Total a a V �J a Floor Area Warehouse Employee Employee Customer Customer19-1 \)A� a < a __f- Total Floor Opento Floor Area No. of Employees Parking Parking Parking Parking 2 a a - k a Building Area Public(SF) (SF) on Largest Shift Required Provided Required Provided 1 14902 1000 13902 10 10 10 2 2 o N ¢. __---------------- 2 9032 1000 8032 5 5 5 2 2 `I \ a a - - - - - - 3 8140 1000 7140 5 5 5 2 2\ wAY 111E EX 4 7748 1000 6748 5 5 5 2 2 BRoA T E 1115 W) _ -- - ®� - `� 5 7450 1000 6450 5 5 5 2 2 Q 2 e ,- ' PUBLIC R/ - _ - - / 6 6110 500 5610 5 5 5 1 1 (60 _ 7 41925 1000 40925 15 15 15 2 2 8 3500 500 3000 3 3 3 1 1 0 a a a 9 4250 500 3750 3 3 3 1 1 0 a 0\ x a a a a _ 10 5280 500 4780 3 3 3 1 1 co02x `0° 11 2816 500 2316 3 3 3 1 1 F 12 22460 1000 21460 8 8 8 2 2 // aaa a a a a a aa aa a a a aa 1005553 1 1�O� Q z Ca C]4 6000 500 500 3 3 Mas a U Totals 1 145413 10500 134913 76 76 1 76 21 21 Ca Total Parking Spaces Required =97 Loading Spaces Required Q T ■ a I I Total Parking Spaces Provided =97 1 space for first 10,00SF of Industrial Floor Area AY STREESE�gENT "-- p a p a a a a lspace foreach add itiona120,0005FoflndustrialFloorArea . BROAD ACCES 326A N N�Retaining Wall 1 + (134,913 -10,000)/20,000 = 8 Z a: p1JBLICB 675 ch. 1 a a `� w/Handrail a Loading Spaces Provided =8 Z y6 D a Max Height=22' EX MH-3 i o a " a �LEGEND o F DB DEED BOOK utlet S a a PG PAGE 'o .' �.. �� M S r� a aC I a aa aa a a• aa aaa aa d FH FIRE HYDRANT r to PO C-612)a WV WATERVALVE " �I 0NyZ 00o WM WATER METER 00 M FFE FINISHED FLOOR ELEVATION a o Z ro LIFE UPPER FINISHED FLOOR ELEVATION 6>t BSL BUILDING SETBACK LINE co Ca It � o W O v D l� GO m c> r= I 0 z m o -i m D o � I s A 0 � w o z W c C r=- 0 s � z o C y m D m c-> �I o A � o Lq New Retaining w/Guardrail - - - - - - - - - - - - 1 Loading Space I (Detail 7/C-30 35.0' o 13 C6 1-STORY 5,800 SF FFE=393.50 aLWER SETBACK LINE a PPPOOPO Er-J-k *Z WC4 Eaa W Wa SCC STORMWATER CONVEYANCE CHANNEL Oa0a a WP WALL PACK .--- ULD--- ULTIMATE LIMITS OF DISTURBANCE OSa s x a I --- TP ---- TREE PROTECTION FENCING W 0 U aa --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT W aa PRESERVED SLOPES PER GIS a I aaa40a I v v v MANAGED SLOPES PER GIS W 14 I � li + + EXISTING TREES TO BE REMOVED aII ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT YBBT A a 2-STORY L_ I � SITE PLAN NOTES: 3,000 SF/FL - �� 6,000 SF _ _ _ _ _ _ _ _ __ 1. REFER TO SHEETS C-400 THROUGH C-403 FOR EASEMENT PLAT. o FFE=394.0 0 co EX-0 2. ALL RETAINING WALLS WITH A MAXIMUM HEIGHT GREATER THAN 30" AND ABUTTING Co A PEDESTRIAN WALKWAY SHALL HAVE SAFETY RAILING. RETAINING WALLS GREATER 67.0' THAT 30" AND ABUTTING A VEHICULAR TRAVELWAY SHALL HAVE A GUARDRAIL. X ' '° 3. WALL CONSTRUCTION SHALL NOT IMPACT ANY OF THE PRESERVED SLOPES. vv� CG 2 > G-12 Existing Industrial Building 4. KNOX BOXES REQUIRED ON EACH BUILDING. CONTACT ALBEMARLE COUNTY FIRE Existing MARSHAL OFFICE FOR LOCATIONS. 5. EACH BUILDING MUST HAVE AN ISO FIRE FLOW EQUAL TO OR LESS THAN THE FIRE 8 S aces @ 9'x18' \\„ Asphalt FLOW CURRENTLY AVAILABLE ON SITE. NO BUILDING PERMIT SHALL BE ISSUED UNTIL ISO NFF IS CONFIRMED. 1"WMI _ _ _ _ _ = Parking 6. THIS SITE LIES WITHIN THE MONITCELLO VIEWSHED, THEREFORE, THE BUILDING COLORS AND MATERIALS FOR THE ROOF SHALL BE EARTH -TONED AND MUTED. 9.5' , N � ^ti `V M 1 "WM S 5R 1 P CG-12 / OO b® oo Spa es Ca 9'x1 FH 5� cG-2 a. p I a ew Retaining Wall C I s� w/Handrail a `o Max Height=15' e m Ln 3 • cc-1z �YBBT YBBT Guardrail 14.0'------------- 12'x35' I I 13 I Loading Space 1 11 N -(Detail-7/C _- - J CG-125�., 4 PO F 1-STORY 6,110 SF > G1=374.00 FFE=385.00 `BBT -YSBT� New Retaining Wall w/Handrail Max Heiaht=11' 12 2-STORY 11,232 SF/FL 22,460 SF GFE=388.00 FFE=398.00 Dumpster (3/C-306) 12 CG-2 23 5' ADA Ramp w/Handrail 2 Dumpste (3/C-3C , 2 Spaces 8'x18' ace Ca? 118, 1 91, 01 215.0' a a a a a 1°WM a a a a a a °... a a 'F a a a a a a a -- -- ---- --, ^� a s 3=STORY a a a 1 12 x I a O1-4975 SF/FL a -61 7 Loadir� ace a I >k - - - _ L - - - - - - - I � I G p l i � �o I 5'R EX CONC RETAINING WALL ------------------------------ TW=403.1 20' 0 20' 40' 60' SCALE: 1"=20' 41,925 SF a a a i tail --/C 306) 50R CG\ FFE=394.00 a o� GFE=381.00 LFE=371.00 New Retaining Wall N < p� w/Guardrail a 1 Max Height=7.5' a 1" a 50.0' •�1 „W f. New Retaining Wall M Max Height=2.5' a \ ® • �`< 215.0' a ` 2-STORY Co;� 1 1,750 SF/FL 160'R x35' L --__ a 00 SF) 35.0, OH i0et dih9 S i 50 OO 2S� 0 CC-2 Trucks aV, a-306� ° 1 a 25. -390. o 0 a a O 2-STORY ® 140'R 16 BELLE MONT o 2,125 SF/FL K iGoy c,< `4. .. •. ./ 14.0,•.' /,° d n .f° _ a .'18_. i �ya ateVa a ?OR s.o'�a 5•C(4,SF) FFE=374.00 S=388.00 i/ 6.0 o b Ws / CC-2 F 9Weir al1 'Clew ' k. a a a /d 14.0' o a - --- (Refer to 8/C-306) 83 6' Si e 2-STORY wolk a a a a0 18 a • a aa 4,516 SF/FL O a 2-STORY( ) la 0'-)9a' 4,070 SF/FLFFE33480 0U I 27.6 UFE=368.0 x o (8,140 SF) o N U!1 � o � .S FFE=351.0 0 ( 0 64 �G' h M i o 'o I UFE=370.5 New Retaining Wall A o� a l i V I 2-STORY I `Max Height=2' a °% \ j 3,874 SF/FL a REFER TO SHEET C- 201 aaa M N aaa z Existing In building Q 2 U z C ^F E- E- E_ E- F E E E ew Retaining Wall G r4 W W w W w/Handrail & 1.5' Gutter C] o o � o aMax Height-7' 0 0 0 a z a a o000 U U U U I a a a a a a a s z++1 �a a s aaaa a a a a a a a a aaaa a o a a a a aaaa a a a a a a W� New CG-6 Channel Q r� CO- 6 200' Z d W R Z U] d 88.0' a � w 10 2-STORY C) 7, 0 2,640 SF/FL Z O -- FFE= 37 7.20 UFE=387.20 F p rLi �h 88.0' E" W E- a </ '.a • E E 6'. Can .Sic#Awplk E CG-2 ti w 1 CG-12 1 WM a �0 ' m p 1 rF,° 18, a SHEET N0. 9 10C-200 SHEET 4 of 25 REFER TO SHEET C-200��� s, waxaHeight=ll' 2-STORY i- --II r_ 14.0' Cor c! Sf ewalk . • a a CG- " ? . < 0 UFE=387.20�\ 18 i cB o Canc.S1 N o WP ' � � .� � � . ACC BB.o' � � co � 4516 SF � h o � i u o i 2-STORY ' Q 6' c#Aw �> O (9>032 SF) a 0 a° ! 4,070 SF/FL • a o QI'k FFE=348.0 y.. � 0 6 1 27.6 a 1 "WM = N 15A X 8140 SF ` i o UFE=368.0 i � c,+ -. �- °ire i (, ) a � o � J � x � FFE=351.0 0 ® a 7 S aces W Q� m v 0 0 0 _ <r C) o s� pG' � o° o i UFE=370.5 d 0' a I © '0 10 @ 1 'x18, New Retaining Wall A I o `D i av 1 2-STORY ,p Max Height=2' o\ 3,874 SF/FL a g a a m . ' °e (7,748 SF) 8Szpaa aa 5sR o z88.0' © 14FFE=354.50 2 WP UFE=372.50 x a oo rjr< /_ s 5 Sp ¢ � vo 00 E� sc 18 e �'. 88.0' p\ 10 x S 0 �1"WM CG- O 10' S o w ono ai x NO RIGHT TURN ONTO 0B1 > 10 R CG 12 1 2 • 0 2-STORY z Q 5 2 n 7 S aces z c� r� FRANKLIN STREET T� 1"WM • 1p, p e © a. 3,725 SF/FL ®1 o m w w Sign 6 1p 7,450 SF - x16' ., d z x / . 3. ,�BT , • ';, .. FFE=356.0 F w " x Side*" °: a UFE=375.0 - - - - - - - - w U Concrete Side a 3 M N Q ,> 5' CG-2 �ORD+s RS A No 5 i' N a � Mon ment 3p ;> '.. vate/ 8FH 3 �.� �s`- °. • � Z ®f BkOSign s > ..-.. CPT] 11 69.0' 2st Yl LNG ~ St S • 122Ft _6 o p ces _�YBBT- -BT- ............ O© CG- FORD Ts DO CC- • • °'. 05 ®yl w/Guardrail 9 ^ a C o -�Ber ®O O 1L R X New Retaining Wall H o yBBT : • 2 r AD ® Max Height=6' 0 M/�/ BBT YBBT- o Q �\ 4yp °6 C.pnc�eto 1"WM Si'� P2 ivate) y�Y� c\t MUM 29 o o Sidewalk. �:,.... yl Z �D o U n q�s \Si&ewa7.. a w ® WV T C\ \ 0 58.7' k U z Monument sign m� o m WP a oQ �) 2-STORY B1° FX � xis/ ver ✓ ,, � �J �� 0.�' x co -T r� 'Ooze /OY O a a 1(20816 F FF)L uar rail y Y� U U rn d rx LJ * W E--F ram] w ment T S a a FFE = 360.00 0 w o zo BFE = 340.00 N Z x a x A/ew 3 S • r 2-STORY © 58. /, ew Retaining Wall 1 -- c4 a. eo// tee/ treet der N New Retaining Wall L 7,451 SF/FL w/Handrail p_' o U Fx/st Fs of Sr9n Vp R/ sw/Guardrail (14,902 SF) EE GE ax Height=10' W eench H ONT CNT Max Height=7' LFE=326.50\RE d W RR Spark 1 Sr9h O FORQT(/R/V zo 4 N FFE=349.35 - E/e� \3ke ROgU 1.8' UFE=359.35 32.42, \ \ m Z B \� Fy 1 O 122.3' y��ylYl W - MINIM SL -`---___1_ • �5 YBBT New Retaining Wall J \\\\ ,\ -----_ ° • w/Handrail Max Height=7' FENCPIA/N \°9° PUB IA IAB EyIDTFIEEE-------------------------------------- _ y A ce clnk>�x_ \O SS DB 331540SEMENT ------mac = - , - - - �---v--v ------ i i / / MCI-MH-04 - - - _ --___ / Top=327.10' MCI-MH-03 Inv. In=310.90 - - Rim=322.64' J Inv Out _Inv. In _310.36 =310.80' Inv Out=310.26' ' / Forebay / I .5,585 CF Gabion Baskets / I Crest=318.5 . i / Emergency Spillwa J Elev: 319.00 - - - -- s T� MANAGEMENT _ SWM-1 LEGEND DB DEED BOOK PG PAGE FH FIRE HYDRANT WV WATERVALVE WM WATER METER FFE FINISHED FLOOR ELEVATION UFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE PP POWER POLE SCC STORMWATER CONVEYANCE CHANNEL WP WALL PACK --- ULD--- ULTIMATE LIMITS OF DISTURBANCE --- TP ---- TREE PROTECTION FENCING --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT PRESERVED SLOPES PER GIS 0 0 o MANAGED SLOPES PER GIS + + EXISTING TREES TO BE REMOVED ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT SITE PLAN NOTES: 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. 2. ALL RETAINING WALLS WITH A MAXIMUM HEIGHT GREATER THAN 30" AND ABUTTING A PEDESTRIAN WALKWAY SHALL HAVE SAFETY RAILING. RETAINING WALLS GREATER THAT 30" AND ABUTTING A VEHICULAR TRAVELWAY SHALL HAVE A GUARDRAIL. 3. WALL CONSTRUCTION SHALL NOT IMPACT ANY OF THE PRESERVED SLOPES. 4. KNOX BOXES REQUIRED ON EACH BUILDING. CONTACT ALBEMARLE COUNTY FIRE MARSHAL OFFICE FOR LOCATIONS. 5. EACH BUILDING MUST HAVE AN ISO FIRE FLOW EQUAL TO OR LESS THAN THE FIRE FLOW CURRENTLY AVAILABLE ON SITE. NO BUILDING PERMIT SHOULD BE ISSUED UNTIL ISO NFF IS CONFIRMED. 6. THIS SITE LIES WITHIN THE MONITCELLO VIEWSHED, THEREFORE, THE BUILDING COLORS AND MATERIALS FOR THE ROOF SHALL BE EARTH -TONED AND MUTED. L, O p G�. 5 N o 0 0 � o 20' 40' 60' MCI-MH-02 Rim=319.20 36" Inv. In=308.79 30" Inv in=308.79 30" Inv Out=308.69' 0 0 0 F Q0 r- 6 � c� 7 CD Co 2��J NSF z C F P. rrn z z z z Q O O U O z 0 0 0 0 U U U U Z cv d- O x Z W�a w E­4 a z U a a Q CW O Z ~ Z O a Fi E E. W F E­­i E" U F o � w a x a � SHEET NO. C-201 SHEET 5 of 25 `1\\ - _ - - - - - % - - -�- - _�J BroadwyRd-1-4 \� •1 J / I I \ I _ / _ / \ \ ////// _ - - - �_ - _ _ - - - ___- q�s i�q°s I End of ACSA public\\wer \ \ L � N 1-01 III \ -- ------ 'EFT z 1 EX cv � 3RO DwAY 15S q' gOUTu 1C 0' PUBL� 60X O rxn x a SCALE: 1"=20' ¢ F \ -- / PG PAGE \\ \\ \ II /�I WV WATERVFH FIRE ALVE Q Ca WM WATERMETER _ / FFE FINISHED FLOOR ELEVATION j / / / //�, / / �� �i \ \ \ \ , �gO/ I I \ 11 UFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE � Z PP POWER POLE Z wAY STREASEMENT \� / i /'. / �/ / / / / /�/I/ / ��9°5 \ \ I ll SCC STORMWATERCONVEYANCECHANNEL o D / \ \ I WP WALL PACK a c� _ BROA ACCES 326 \ / / ew Retaining Wall E / / C I� / / / g -9as �qOS \ \ I i --- ULD--- ULTIMATE LIMITS OF DISTURBANCE ^ a o UB1,1C 675, - `- _. 1 �I i °' I / I * W °' 9 P 13 tcw / / / / _,w/Handrail q° _ \ I / \ --- TP---- TREE PROTECTION FENCING (j E, 02 N 56 D \Max Height=2 i j / � - � _ i 11 - v� / -�X MH-3 \ -- FHOD--- FLOOD HAZARD OVERLAY DISTRICT FH FIRE HYDRANT Q C\2 W GVGATEVWATERALLVEETER �'J �d PO C-612) 376 P-I' cc P // / / / / / / / / / �/ /I / / / q I / / / - - - - - / \ PRESERVED SLOPES PER GIS MANAGED SLOPES PER GIS H W x EXISTING TREES TO BE REMOVED o v VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT Q W OS BW9 q /%' / (90,II I I i I% W GRADING PLAN NOTES: 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. / I //// / 2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW / I v I / / / ! 1L� II I TO STORM INLETS. ew Retaining Wa D 15 I ch I 11 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE c} 1 \ o I I I w/Guardrail It I I I SCREENED FROM PUBLIC VIEW. \ ox-Height=5' \ q° I I I 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES of I I -I I U L \ 38 ) I I LESS THAN 2%. A 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED h 1 _ 2-STORY I I I a 3,000 SF/FL _3---�------ 00-1 II FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25' BW88.0i \ T 92.0 I TWd2.0 6,000 SF ABOVE THE 100-YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY 9.5 Bi,88,0 N89:5 FFE=394.0 EX 2_ APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA. TW03.5 / BW95.0 ,IX I>I II I \ I \ 1 I I 113 Existing Industrial Building I I I I I I I II \ p I I I I I I P9 . \ \ Jl Existing I I I I 14STORY Asphalt z 5,�00 SFI I I I I I FFE-393.50 I I I I I I \ wMI I T\VO4.5 Parking BN%0.5 1 1 1 1 I I I I I I I \ \ P93.1 P93.3 I \ I I 1 I I I I I I I I I I I I P89. TW9I3.5 I II I I I I \\ o �Qo \\ \ \ jIFF _A I BW81.0 I I I I I )' I \ n°x \ ' P91.8 P92. II I w/Handralil New Retaining Wall F PA9.8 \ \ \ \ Max Height=8.5' II I I \ 8® \\FH I \ TC 0.4 g!� TW01.8 I , s `\. . \ . .. . 1 WM TC95.8 BW95.8 P8 .16 oQ I I \ \ \ \ \\ /^\ 11 \\ f TC03.1 EX CONC RETAINING WALL ��------------- TW=403.1 a\-------------- II I \ I I I I I II �W8 C 4 '3.2 1 \ L- 1 I \ I I I I I \ 1 \ \ 1 \ \ \ \ 4(91P94.0 / L----= 400 3W89.it 5 I I I \ \ 2-STORK` 11 I I I I I I I I 87. 7.4 \ \ \ \ 11,23460 SF I I I I I I W8h. \ \ \ \ \ \ \ \ GFE=388.00 ..�/.� \ W8 I \ FFE=398.00 I I I I I \ \ \ \ \ \ / Tk0.0 I I I I 1 \L11\ \ \ \ \ \ \ % \ \ TW00.6 BW97. II I i I I I I I 1 I I P7.1 \\ \\ \\ \\\ \ \\ \ / \`-- \ \ BW94.6 I I ew f�etaining Wall C 1 co 14 \ \ \ - - / \ \ \\ I I 4 1� �87.2 \ \ \ \ \ o Qo Existing Ind w/HI I I 1 MaxandrailHei ht=15' I \ \ \ \ \ \� ��\ '� -4po- - ---------------- o \\ building I \ 1 I I 1 . I \ \ \\ \\ \\ \\ �� _-_// \ 394 00 \ \ \ I \ � 38B \ \\ \ \ TW98.5 0 \\ W CD � C 8/P85.� I I I I I TW14.5 P�.3 1 T \ \\ \�\ \ ----- A -400- \ ¢ o \ I I \ , >94.5 I I TW8 .0 \ '. I \ \ P93.4 P93.7 TW 1.0 \ 15IHDPEIITC TW94.0 84.0\ I I I I 3 \ \ 0 \ \\ o BW92.8 TW97.0\ �� a �I I I I I I II II I I I \ \ \ .d4 \1d. � s 1 ./ .• a> \.p a'.. p d\:: d • >s.: \ ! a.% F`' d'lam-,4 • .•. �`^.•-. d �. •\ \ 39\ \ BW90.0 TW940 \ \---- UWGi z z z zI B-Wg2.9 ew Retaining Wall G 92.8- zzzz 1v/Handrail & 1.5' Gutter \ o 0 0 0 \`� \"l\�\ \ \\\\ \ \ BW90jL 3 / I c �Max Heic�ht=T_ \\\� - z c.2 1 I I I I \ \ 1-STORY\ \ \ \ \ \ - / _ 0\0 \ + _ I n I \ 6,110 SF \ \ \' T 80.8 \ - - - / �3�ST0R / -a /� \ �{� T 91.5 �- - - _ TW92�� G1=374.00 \ \ \ G \ / 13,975 SF / a / \ \I BW90. / B 7. �^ / \ -/ TW8 .7 86 - \ �� �j , -�- I I I I m \ z I \ FFE=385.00 \ � � � / 41,925 SF- T�tl490. \ _ o TC80.5\ �-1-- / / 394.00 / 3.0 \ - -_ 0 \ - / \ 39 BW88.7 W86.-�- - O IW I \ \ \ \ \ \ I / / GFE=381.00 / TW90.5 W85 / - - / New Retaining Wall N' \ \ \ W87.- \ LFE=371.0(1� / ,w Guardrail = \ \ �\ �• _ - - z \ \ \ \ \ \ \ \ \ \ \ _ - _ r / / / / / - / / Max Height=7.5' - \ \ \ \ / „W - -- - - - - \ \ \ \ \ \ s\ New Retalnm Wall M 38p \C89/ - - - - - -�- - - - - W a Maxei ht=2.5' / / / 9 \ \ \ \ \ 2�TORY TC 82-21s -- -- \� _ a 3� \ \ 1,750 SF/FL \ >. TC85.5 / TC 376 \-----�/ / - \ l 17 W70.7 (3,500 SF) _ \ \ FFE-371.50 \ \ \ / " \ o / 390.00 3 New CG-6 Channel- - W � Z \ ys� . / 0 �/67 2 - u - \ \ \ 2-STORY T \ \ F / 380 d 71,4 \ \ 2,125 SF/FL\ p TC79.8 O -- 15" HDPE ' / / / / E1,1LE M \ \ \ \ \ _ (4,250 SF) ✓ \ \ \ \ \ \ \ \ \ T674.6 \ - . i, _ _/� �! \ FFE=-W4.00 \ 1Vat �� ° ' UFF - 88b0� \ 2-STORY E (� T / _ >.2,640 SF/FL \ \ FOS .. .� . / / i : . Weir Walls � \ � 5 � \ \ \ \ \ \ / �- \ a - (5,280 SF) TC79.2 E- F \ < \ \ \ \ \ New etaining Wa \ \ \ / / / (Refer to 8/C-306) / • ' \ \ ` _ - \ \ \ ,w/Handrail \ \ / _ 0 _ FFE=377.20 w F \ \ 'Ma Hei ht=11' \ TW73. \ / / / / / / / /� ./.. .�� \ \ e �. > - _ UFE=387.20 TW80.5 * o w \ \ \ W68.0 \ \ 4-STORY / / / / d P4a.0 / - - - _ BW78.0 w rxn \ \ \\ o\ \ \\\ \ \ \ 4516 \P44.0 / / / ' \ * .: 18\� • - 9 , �WEL / / / / 2-STORY \ �' P7 3 � .. - \ \ \ \ \(9,032 SF)` / / / / _ > SHEET N0. \ \ \ \ \ \ \ \ \ \ \ \ \ \ FrE=,� 48.0 ` - - - / y.. / / / / 4,070 SF/FL \ \ • � \ - - \ \ - \\\UFE=368:0�-- --/ / / // o� (8,140 SF) -- \\ \\ D �`� ._ _--_-_- 1 WM \\ P7 .8C-202 FFE=3W.O-- - 4 E - REFER TO SHEET C-203F SHEET 6 of 25 REFER TO SHEET C- 202 &�� 1A,� ax He\i\ght\=l\l' TW73. UFE=387.20 -STORY P4,7.0 TBWW8708..5 W68.0 2 . 4,516 SF/FL 0 \ \ \d(\\ 2-ST0-RY \ \ \ \ \ \ \ \ \ \(9,032 SF� \ \ \ FFE=Q48.0 4,07-0 SF/FL o/ ( ) - _ - \ \ - iS" D _ - 1 "WM \ \-------' / / / FFE=351.0 \ \\ E ye \\ \\� --_- ----_ \ P7 .8 0 TC 6.1 TC47�2 / // / / )UFE=370.5 \ \ \ \ - - - �\ \� - - _ - - - - 76_9 4 g �, \ \ \ \ \ \ \ \ \ \ \ \ \ New Retaining Wall A / -- \ \ \ \ \ \ \ Max Height=2' a _ / / _ - - - - \ \ \ \ 3,874 SF/FL _ TC48.0 / / / \ \ \ (7,748 SF) \ \ ./ , \ ` - - _ o z T / ✓': .. / \ \ FFE=354.50 - _ �- _ - - - _ 6.8 - o - \ \ UFE=372.50 \ \ - - - To co x C/P48/ ; rsvvi'<' 49.9 � ..M �\ \\ �6p` � \\�\ \\\ �>�W77.0 co o ¢ � F 21, WM , , �� / •1" / / C51. 0 \ \ .\. \ \ T P49 \ °` ° O 2-STORY \ - z 6 m w w 2P49�3 / \\-, ----- --372 OSFFL,\\ \ \ \ \\ \ \ \\ o Q v' w w UFE=375.0,\ \ \ 370 \\ \ \ \ \ TW70.0 / Bw70.0 va P - \ \ - •'. \ �6 \ \ \�X A / / New Retaining Wall H o - _ C / P54 55 P w - - - ORD ,S o \ \6 \ _ w/Guardrail C ULD =6 _ _ 9 a 3t rn . �graiv R Alt \ \ \ \® \ _ - _ Max Hei ht' / ^ a IT, c� ;.:. 6 H� -t��D Vj 55. /' - o------- / / --_ , _ �l I I 1\B�J61.0 \__----_co P FX ?8 \ \\ \\ °` / - 40- ----- -1,408 SF/FL 3�0 TW61.5\ \\ \ -----_ �D M F4 --\-- a (2,816�5�_TW60.0 \ 8W56.0 \ \ \ --- wFw FFE = 360.00 B�/V5i 0_ \ \ \ \ \ \ \ W o 0 _ �FE=-340.00 \ �. \ �- p~xx 2-STORY --_- © \ ewRetainingWall l\ \ \-_ Z��p., _-New Retaining Wall L 7,451 SF/FL TW` 7 - _ 0 \ \ TW58 0 w/Handrail 6 wgTFR Q \ \ --� w/Guardrail - - - - " (14,902- F - _ BW40.0 - _ - _ GE \ BW ax Height=10' RRhcfork\ q Sq - Max Hei ht=7' ------ - - 0.0 \RED \ \ \ \ \\ ---- d W h C 9 LFE=326.50 � W � SPi k 1 k\ �L _ - - - - - - - FFE=349.35 Z UFE=359.35 - - - -- TW40.0 \�\ \ \ \ \ \\\ Z --- _ BW34.0 - yl TW40.0\ \BW40.0 TW40.0\\ New Retaining Wall J \ - (JLp� ° ■ - ��� w/Handrail Max Height= \'�� )-------- - - T ULD ULD MOORES CRi'E ------------------------ �i• A \ \ - - - _ - \ \ \ \ \ \ \ \ \ \ \ \ / / / //�/�/ FeNCNAIN PUBCRIABLE \\ Ce CINk L Yk\� CESS DB EASEMENT \ / -------------------- 00_ yR FEMA F P Gin MCI-MH-04 Top=327.10' - _ 30" clay_ _ � MCI-MH-03 I / In\/ In=310.90 - - - - (RWSA) -'��G Rim=322.64' /Inv Out Inv. In-310.36 310.80' - I o v ut=310.26' ✓ ��p \ \\ \ / j s/ /', / NV Forebay 314.5- N I I 5,585 CF / abion Baskets 314.,5/ Crest-318.5 9 INV= 1(9, 0 / LE410 l / I I / ��� / \ pO 3p \ \ \ Emergency Spillwa OLD lev: 319.00\- //OLD / , / VV 20 \ \\ \ �/►/ ( // �\\\ / -- / �- ----- --- - �e\ / ZO C IN MANAGEMENT TA �2os �\\ SWM-1 MCI-MH-02 S / Rim=319.20 �-- 30 Irry in=308.79 Al 30" Inv Out=308.69' Qc / S M � i /// /// F FH FLOOD HAZARD (p I / / / / a OVERLAY DISTRICT F F F F -------------// / / I� I \ Tq / yQ / , // o 0 0 0 TP- TP �� \ \ \ \ / / \ / / � / / / .• / / o .-. � �, � \ \ \ \ \ \ / � / / / • / / � z TA / I 46 , / /ate Z \ \ / LEGEND DB DEED BOOK / PG PAGE / FH FIRE HYDRANT \ \ \ / / Q // / / z O -- GRADING PLAN NOTES: WV WATERVALVE 4 WM WATERMETER \ \ \ _ ` 0 / \ / FE FINISHED FLOOR ELEVATION F9 , ) \ \ \ �. / / I / W a 1. REFER TO SHEET C-400 FOR EASEMENT PLAT.o o \ // \ E- 12-� T / UFE UPPER FINISHED FLOOR ELEVATION G F j W 2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW \ \ e~ BSL BUILDING SETBACK LINE / / E r- F TO STORM INLETS. \ W PSL PARKING SETBACK LINE / \ / / U- a F 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE � / \\ \ � E-� PP POWER POLE o , \ \ // / / \ / W SCREENED FROM PUBLIC VIEW. PRESERVED SLOPES PER GIS 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES SCC STORMWATER CONVEYANCE CHANNEL / \ \ \ / \ \ O W LESS THAN 2%. WP WALL PACK o 0 o MANAGED SLOPES PER GIS 7 O / \ \ / // ) I / a uxi --- ULD--- ULTIMATE LIMITS OF DISTURBANCE m 7 / / / / 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED --- TP---- TREE PROTECTION FENCING + + EXISTING TREES TO BE REMOVED / \ \\ \ /// / // SHEET NO. FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25' --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT \ ABOVE THE 100-YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY FH FIRE HYDRANT \ T\\ \ / C-203 APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA. WM WATER METER ®VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT 20' 0 20' 40' 60' _ / LE42� \\\\\ J / ' I // GV GATE VALVE / \ \ \ \ I \ \ SCALE: 1 "=20' / SHEET 7 of 25 11— — — — — — — — — -------------------------\&�a+A�/ N It Broadwy ��j _ --- —�--- %—--� —�— �$-- �� — e°s 9° Rd-1-4 1\\ r —�`9°s 1 i End ACSA P ublic\\wer o 0 c 20' 0 20' 40' 60' co ¢ F SCALE: I"=20' o w w PQ M F a m w as DWA 15 \ _------ — �— 1 - — — - w w Y gTRE l _— Ex \ �� LEGEND Q 0 z A Q BROA OUTE 11 g/W) ---� _ _ s U T— i _ — DB DEEDBDOK d z x a R U LIC `---—� � tea= \ -- / �\ PG PAGE a w / i I I o \ / / 9' I cGmh (60 P B — _ a �F'� ` _ \ FH FIRE HYDRANT' Q W x UT — _ �J X \ I / r X / WV WATER VALVE fa v \ \ / IV WATER METER X ( / \ FFE FINISHED FLOOR ELEVATION UFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE z \ < \ I PSL PARKING SETBACK LINE Z PP POWER POLE Z SCC STORMWATER CONVEYANCE CHANNELWP WALL PACK a o j --- UL- ULTIMATE LIMITS OF DISTURBANCE Q W � \ „ TP - TREE PROTECTION FENCING a F c t \ \ FHOD--- FLOOD HAZARD OVERLAY DISTRICT Z o U q FH FIRE HYDRANT O 6 W WP1ER �S I \ ■ � 7 / / / 8p \ i / /� / / /// / / \ � \ \I I III GV WATER GATE VALVE R W U wd Z AY 5TREESEMENT / \ �� I \ F� > O a ADW S EA / r /I/ \ II I� E5 5~ co q Bg0 ACCES326 \ _— _ ° / ew Retaining Wall E / I� / g 9°° 9°° \ -- \ I I l� PRESERVED SLOPES PER GIS w fx PUBLIC$ 675— — / 1 / \I / / w / / / / —,w Handrail / 9°. \ I II / I \ � U) W F w ° — 56, D / / / / / Max Height=22' �C��II/ / — — \ N MH-3 \ v v v MANAGED SLOPES PER GIS p z -'-' •• / / `�i / / � � � / / / I f � I � I I \ + + EXISTING TREES TO BE REMOVED � � � P. < a \ / PO C-612) Q� VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT' W do U tiG / / / / / / / / / / \I 1 \ F UTILITY NOTES: W �� n / / / / / / / / / �' / / I 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. I ° / / 10 / / / / a / 1 \ I 2. All POST INDICATOR VALVES WILL BE PRIVATE. THE ACSA OWNERSHIP WILL END AT THE GATE VALVE SERVING THE FIRE LINE. 3. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE / ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, k W( / / / / / / / / / / — OS\I \ _ ��j / / 1 I I r — — — — — _ _ — — — — I� CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE 1 RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEUDULE A CORE OF A MANHOLE. 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE — — — — — — - CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA ew Retaining WaI D 15 / 14 / I I ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE w/Guardrail / 9a I MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE of �1 I 1 I I I I I ax kieight=5' \ DISCRETION FRWSA STAFF. GROUTING H OR \ 3 9pe I I I li I INTERIOR MAYBEREQU RED, AT THE DISCRETION OF RWSA _ a¢ 2-STORY I II STAFF, FOR A SMOOTH TRANSITION FLOW. 3,000 SF/FL- /400 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE z 1 , , I I , I I \ I 1 I l 6,000 SF _ _ _ _ — — — — _ I I TO THE SATISFACTION OF RWSA. h \ I 1 I I I I I FFE=394.0 EX 2 I I I 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END IlcZi I I I I I // / I I j l VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE 11 II I II II I I 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN 03 402 THE FIELD AND AT RWSA'S SOLE DISCRETION. 4g ExistingIndustrial Building 7. ONE LANE OF MOORES CREEK LANE SHALL REMAIN OPEN AT ALLExisting TIMES DURING UTILITY INSTALLATION ACROSS THE ROAD. CONTRACTOR 14STORY Asphalt I i I SHALL COORDIANTE LANE CLOSURES WITH RWSA AT LEAST 3 DAYS IN 1 1 I I 5, (� )f FFEK. 7393.5a I II II II I I I \ WM I I �" \\ _____ _� Parking I I 8. VDOTADVANWILL CE OONLY MAIEONRTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. —-- I I ----� o\ — _ � z2.5°BEND— — — --j / �I I I 45° BEND rn�\ �0o, \ \\ 45° BEND lf---- / \ I I I o I I 16 I \ 8" DI Water ^� II I I I t o a 1 1 I I p I I New Retaining Wall F II F w/Handrail 4- Max Height=8.5' II I \°FH \ \ \\ kp0 oq / I R EX CONIC \ \ RETAINING WALL TW=403.1 \ \ \ PVC \ \\\ \\\\\ \ 402, 400 I \\ 1 I I 2-STORK `_1 \ _/ - ---- EX 22 I \\ \ I \ \ 11,232 SF/FL \ \ \ I 1 I I I I I I m \ \ \ \ \ 22,460 SF \ \ \ a I I I I I \ \ \ \ \ GFE=388.00 FFE=398.00 I 1 Ico \ I \ \ \ \ \ \ \ \\ w \ 000 I I � c� w I I ew Detaining Wall C 14 \ \ \ \ z \ I I w/Handrail lO ADO— — — — — oo g Q CQ >---____ \ building Ind F o o o I , Max Height=l5' I \ \ \ \ / \ ' — — — — — — — — \ Y \ z —480— — — d \ o EE EE EE EE e II I I IHDP 1 1 I\ �\ \ \ \\ o /\ \�\\------------- ------ — — \\\ Q o 0 0 0 U U U U X6 TEE / \ _-- o U 0 C. U it I I I I I �I I I 1 \ \ 15 \. + 8" GV`CQ co — — — / \ ------ \ \ ° \> \' :/.° `�\.' ..°u. .'a ° '� F`i3— °.. — '.3. °. .a 39—: ��e ..° aI'•T \ p! \\�_ �� \ '�'7-' kWM 384, co \ 6 — _ / \ ew Retaining Wall G ` a' w/Handrail & 1.5' Gutter 4 0 \Max Height-7' — \\ I, 1 �\ ,___-39 ,_ _-_ _ �__---- 1 I I I � II I I \ \\ �6 iO.SF\ \\ \\ \\' \\ \ \\ —_ / / 3�TORi� / —a\\ \\ \— — \\\ ------ --- Z {� E- \ I I \ \ 61=3\ \ \ '00\ \ _ 1 / 975 SF/FL 394. 0 / / 1 / / \I I I CO z `�, \ FFE�385.Od` \ \ \ \ � / 1341,925 S� _ _ _ I \ \ I \ / / \ 3 —-----�_ _ — — —� —�--- a \ 00 \ I \ —/381.00 I \ \ \ \ / New Retaining Wall N' L / / / LFE=�.00` / / / -w/Guardrail —� E-i 0. MaxHiight=7.5' � —\ \ \\\ \ \ // W07�of \\ —_ _�/ New Retaining Wall M \ \\ \ \ \ \ \ -r \ \ — _ / / / ,Max Height=2.5 / / ' \ \ \ y�U�� . m \ \ \ \ \2�ORY �: �� a a a Ak-— — — — / / �� 17 0 3j2 EI 00 SF)-, New CG-6 Channel / F a c w / \ — \� \ 2-STORY \ \ 380 16 2,125 SF/FL\ �. w LE \ \ \ \ (4,250 SF) \ 8 x x _ \ a 22.5° B ND \ °,. . FFE=374.0000\ \ r' \ \ / \ \ \ \ \ \ \ �• HDPE \ to \ \ _ \ 1 \ \ \ 9 /lDa V�\ " 88. \ 2-STORY SHEET NO. Weir Walls �' \ \ 2,640 SF/FL \ \ SOS (5,280 SF) (Refer to 8/C-306) / °-. T \ \ — — .J FFE=377.20 C-2 04 REFER TO SHEET C- 205 SHEET 8 of 25 REFER TO SHEET C- 204 f,�k,,A w/Handrail Max Height-11, \ I / / o / \ \ \ - _ \ _ \ \ \\ \ \ // % 0i \ \ \ \ \ _ \ P _ _ UFE=387.20 b 2 \ \ \ \ \ \ \ STORY \ \ \ \ o \ \ \ 1 2-STOP \ \ \ \ \ \ \ \ \ \(FEE 48 0 // / / / / / / 4 70 SF/FL \3FE=3680\\------ / / FFE=370.5 - - \ New Retaining Wall A W / / / / / \ \ 2-STORY \ \ \ \ Max Height=2' ° _ _ / / - - - - - \ \ \ 3,874 SF/FL o (7,748 SF) �d - \ \ - o - o z _ i a \. . � . ' ' ,,. � - � � ✓ : d.. � . \ \ FFE=354.50- \ - x o \ \\\ \ \ \\ \\\ \\\ \. ,_---�" Q'� // --\ \\ UFE=372.50 w w > - _ - - - - - y2�-STORY ° \ - z 6 ca as r� - _ (7,450 7, o S \ \ \ \ \ \ \ \ \ \ \ o q a z � - UFE=375.0 \\ \ \ 7Fa S GV \ 45 BEND />� A \ / / New Retaining Wall H o ��Lt `ate �S � �_ � �" li p1 • . y \ VJ / Z _ 0 \ 6 \ \ \ w/Guardrail �j a, C \ ...' � \ \ j - \ 9 - \ \ \ \ _ \ \ _ - - \ ' i ' / •'/ .'a y/ A \ 1"WM �_ - -R •�� \ \ ,,,, \ V T y�'�- - - - - - Max Height 0) _ ` W N Q - .: q 7 1) 2-STORY \ \ d 1" \lye\ \ \ a d co _ _ ___ _ - - - _ 08_SF/FL 3 y�� \ \ Tk 0` /- - 0 40� - _--- - (2,816�r\\ �OE"W h \ \ \ _ _ - FFE = 360.00 y \ \ \ \ \ \ - o 0 C P�ohP \� d \\ \ \ /-- - \ \------------- - 2-STORY----_-_- © __� �FE�340.0\ \ \ \ ewRetainingWalll\ II,°nneCt k� 8' -ohP \ \ \ - - _ _ / _ - TJew Retaining Wall L - - 7,451 SF/FL - _ _ _ - - \ \ \ w/Handrail \ \ \ - - - - - - - (x 0 u �S°(er Mo to kis W TFR \ \ \ - _ - - - - _ w/Guardrail _ _ (14,902 SF) - - \ EE GE \ \ ax Height=10' ee n. ,q --_ - Max Hei ht=7' _ on the s/tyNOte Csq I --_ -_------- - _ 9 FFE=349.35 heet) s oh - - - - - - - - - - UFE=359.35 ---_ k\ --- --- - \ - C. \ \ \ \ \ \ \ \\\ W New Retaining Wall J -W/Handrail Max Height=T ---- \ 8 / MOORES-------------------- \\ FF� /y'jllV �ll\l \"9a -`\ PUBLCRACK��KLAJE --- -\_ p A /� _---------------FEMA Flood \ np \ / / MCI-MH-04 - - \ _ - `J Top=327.10' - CIaY (RWSA)- _ \ \ / - - 30" MCI-MH-03 lnln-310.90 Rim=322.64' Inv Out - Inv. In=310.36 =310.80 - - - - I- ��\ C Inv ut=310`26' eo /141 Forebay 314.5- 5,585 CF / abion Baskets-- Cr 314.5/ est-318.5 \ 18 INV=319.0 Emerge Spillwa /� l \ \ \ S9J \ \ ----- / ■ / I lev: 319.00 -\\ � / ,- ___ ■ _ I I \ / / `�� `�� "�� \ MAN \ \ e/ // \\ � �\\��- MANAGEME'v MCI-MH-02 bS / Rim=319.20 _ - \- i• \Inv. In�308"79 - \\\\\ Ae 30" Inv Out=308.69' __-- \ 30' 1m in=308.79 \a \ \\ 42 E" o FH FLOOD AY DIS HAZARD E. E. E. E. RICT co z z z z w w w w \DTP DTP T \ \\\\ \ \\ TA // f m�y�� / e , / / S � TP TP TP \� \ \ \ TA / / s / ��P // / / �/ / DTP � \ � \ �TPTP�TP TP \\ \ \\ \ \\ \TA // / / /// z UTILITY NOTES: \ \ \ \ / 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. \ \ \ \ \ 4b / 2. All POST INDICATOR VALVES WILL BE PRIVATE. THE ACSA OWNERSHIP WILL END AT THE GATE VALVE SERVING THE FIRE LINE. \ \ \ \\ \ \ TA / 3. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. / 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEUDULE A CORE OF A MANHOLE. \ \ ' 41 C / / // / / / Q -- <1 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE \ \ \ \� \ - � ,-, WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE CORING / CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA \ \ \ \ Qm / / ��\O / / / Z U) / \ / �� / / \ / � H LEGEND ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE \ \ DB DEED BOOK MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION / 0 9• PG PAGE OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY / 4 o FH FIRE HYDRANT BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH \ \ \ / `Q / // / / / Q E� / S WV WATER VALVE TRANSITION FLOW. \\ / / / \1 WM WATER METER 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO 40 �° // / / / a / o FEE FINISHED FLOOR ELEVATION THE SATISFACTION OF RWSA. / UFE UPPER FINISHED FLOOR ELEVATION 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END VENDORS a o q BSL BUILDING SETBACK LINE WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE FLOWS. / / \ / E" o� PSL PARKING SETBACK LINE 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN THE / `Q // \\ / / E- E- pp POWER POLE PRESERVED SLOPES PER FIELD AND AT RWSA'S SOLE DISCRETION. \ �\ / / \ / W -- E-� SCC STORMWATER CONVEYANCE CHANNELuxx� t \ \ W 7. ONE LANE OF MOORES CREEK LANE SHALL REMAIN OPEN AT ALL TIMES WP WALLPACK / ` \ / / / / 0 x v v v MANAGED SLOPES PER DURING UTILITY INSTALLATION ACROSS THE ROAD. CONTRACTOR SHALL \ / --- ULD--- ULTIMATE LIMITS OF DISTURBANCE \ ✓ I / a COORDIANTE LANE CLOSURES WITH RWSA AT LEAST 3 DAYS IN ADVANCE / I 20' 0 20' 40' 60' --- TP ---- TREE PROTECTION FENCING + + EXISTING TREES TO BE REMOVED OF THE WORK. \ \ \ \ // / I / SHEET NO. --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT FH FIRE HYDRANT 8. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT C-205 SCALE: 1"=20' WM WATERMETER ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. GV GATE VALVE 9. EXISTING 30" RWSA CLAY PIPE SHALL BE PROTECTED DURING EXCAVATION / \ I AND INSTALLATION OF RETAINING WALL K. / \ \ \\ \ / SHEET 9 of 25 --- — -�---- LANDSCAPE PLAN LEGEND: `\ �`IA�. L—=9as f - BroadwyRd-1-4 ( n V _ _ __ n � N \\- �9°°—_ I End of ACSA public\sewer AS - ACER SACCHARUM o� QP - QUERCUS PALUSTRIS \� LT - LIRIODENDRON TULIPIFERA� EET ST I — 1 — \ IC — ILEX CORNUTA o z a/ R I _ o F I DwAY 115 Cv EXT� A 1 I,,' BR0 OUTS R�') - f r tn_ - --- _ o o r� R LIC _ f \ - / '" C\ x / I \ PUB _�uT / —� i LANDSCAPE NOTES: m �, .,1 I!';l I \ �' - -'7\ / I f f -I-- \*� / - I �� \ I I / Z. HLL LV1�H IIVINJ ur IVILI.n HINIUML LQUIYIVILIN I HINV V InLIR V IILI 1 I rIHICVVVHRL VIN 311r Fa '/. (� (� \ 9 \ \ P \ @l / / f f - _ I -- 1 w w _ < \ / MUST BE SCREENED FROM PUBLIC VIEW. o —/ f — — -0 ti � -" ,'Y. 3. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLANS a PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCE w GROUND COVER (NOT GRASS). Q 4. ALL AREAS THAT ARE PROTECTED WITH TREE PROTECTION TO BE PRESERVED. r 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING O� ! ! \ I THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. Z 1 �� I 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION � jigg l , a I \ O / / / / / / / / / / f / 9°° 0 \ \ I I I BY THE CURRENT OWNER OR A PROPERTY OWNERS ASSOCIATION, AND REPLACED Z rn °f— - -'� I \ -� y% a / /� / f / - - - - / ^\ 1 \ I III WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE o 11 mill 4 _� _- I TREET ENT \� ■ / / / % / / / / / f / / _` /o°° \ \ \ i _� I PLAN APPROVED LANDSCAPE PLAN. a o /11 AY S EASE "-' / / / / f \ 7. EXISTING CANOPY AREA A CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT 5'-15' C\2—i Dw E ,- r — , — I I II � a o BROA CCES5 6 \ , 4 ew Retalning Wall E / g°s�9°s�9°' \ \ II f I SPACING AND 30'-40' HEIGHT. a x wo C A 32 ° E-F C\2 CV Miff _" 1 pUBLI g75' / / 1 i / / / -,w/Handrail /� / / 9°s— \ I II / / I I 8. SLOPES GREATER THAN 3: 1 SHALL HAVE REDTOP PANICGRASS (panicum rigidulum) Z o 0 56 D� / Max Height=22' / - _ \ G-EX MH-3 ' AND WILD HYDRANGEA(hydrangea arborescens PLANTED 6' ON CENTER. - m 6 1 (III! °9t L / / / .. / / / ! F-1--I W U w m z ifl. °ct / / / utle Structure / / / Total a a 0i' to WPO C-612) \ / / / / / 1 / / / I Key Quantity Botanical name Common Name Planting Height Size / Cal. Canopy �I � y co q _ 376 I \I Canopy � w rx / /ope greater than 3:1 ° i l l - f f IF — See TREES hll / / / / / See Landsca a Note 8 Q / /� p 1 AS 2 Acersaccharum Sugar Maple 11' 13/4" 195 390 li w a O QP 2 Quercus palustris Pin Oak 11' 13/4" 370 740 LT 6 Uriodendron tulipifera Tulip Poplar 12' 13/4" 387 2,322 (Y o v �I — Ip.l Shrubs W IC 28 Ilex Cornuta Chinese Holly18" ht. min W I�Ik i \, Canopy Grand Total 3,452 a Z iOlj / / / / / f \ / 1 _ _ _ — — — — ll* wV® — OS\ II - ICI \\ LANDSCAPE CALCULATIONS w Ltx l! i i / / / / / / ///// / r // �/ 1 \ \ i � � I 1 INDUSTRIAL SITE AREA = 14.06 Ac (612,454 SF) kill / / / / / / / / / / / / / \ / 1 ' - - - i I TREE CANOPY REQUIRED: 612,454 * 0.10 = 61,245 SF II _ _ _ 11 J - 1 I TREE CANOPY PROVIDED: ew Retaining al D 15 / I I EXISTING TREE CANOPY "A" = 221,120 SF (SEE DETAIL 10/C-306) li l ° 1 I 1 \ 0 1 I I w/Guardrail // 90 1 I ! 1 I ax IJeight=5' \ 1-1 I I EXISTING TREE CANOPY 'A" CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT Iffy! ! ! I I U L \ 3 9° I I I 15'-15' SPACING AND 30'-40' HEIGHT. li4! re _ 8A 2-STORY I C-4 �iii�i ! I I I 1 1 r I 3,000 SF/FL EXISTING CANOPY BONUS: 221,120 SF X 1.25 = 276,400 SF \ I I I I I 1 I 1 1 6,000 SF — ---- —- I I liijll 1 1 I I 1 I 1 I I I FFE=394.0 EX 2 I I I I PROPOSED CANOPY = 3,452 SF � a jiiili I 1 I I I 1 I I I I I I I / � TOTAL TREE CANOPY = 279,852 SF > 61,245 SF OK � II I � 1 � 13 I v.4 \ I ITaMill \ \ 1 I 1 1 I I I I I 1 I I I � 402� Existing Industrial Building / 1 I \ \ I � \ s _ 1 I II PARKING LOT TREE REQUIREMENTS I 1 1 I I x =— Existing I , I w lily I \ \ I II I I I I I 5SOORSFI 1 I 1 I \ I I \\ Asphalt l li I11 TREE PER 10 SPACES IllI 1 I I !ii!i \ \ I 1 I 1 I FFE7393.54 I I 1 I \ I I - - - - - - I 95 SPACES PROVIDED ) I I \ I I 1 I I I I T I I I 1 I I I ---- Parkl !ii!i I I WM \ n g = = 9.5 TREES PROVIDED = 10 TREES REQUIRED 95 / 10 OK . I --- ------LANDSCAPING WITHIN PARKING AREA INDUSTRIAL. fli! I I I 1 I I I 1 \ \ �\\ \ '�. I I�--- I �' >I I !!!i \ I I I ►� col I I 1 I 1 16: / PROPOSED PARKING AREA: 61,255 SF 111I I 1 1 1 I I A /, 1 I New Retaining Wall F / I 5% PLANTING AREA REQUIRED: 61,255 * 0.5 = 3063 SF iiiil 1 1 I I / \ 1'WM \ \\ \ \ I w/Handrail I Ff I PLANTING AREA PROVIDED: -404- Max Height=8.5' II 229+525+289+151+174+465+345+831+181+286+120=3596 SF > 3063 SF OK ! ��.o / II I STREET TREES: R \ II - - / III TO MEET THE STREET TREE REQUIREMENT THE DEVELOPER IS PROPOSING TO i I I 1 1 1 1 1 I ° / I PROVIDE TREES SAVED AS SHOWN ON THIS PLAN, IN ADDITION TO PLANTING NEW !I STREET TREES WHERE POSSIBLE. Ak !I I 1 I I 1 I I I Planting \ / \ EX CONC Area H \ \ \ \ \ I - RETAINING WALL L\---- lilil 1 I I I \ I I I I I I �h 1 747 SF \ \ \ \- I TW=403.1 \ LEGEND P"SERVED SLOPES PER GIS DB DEED BOOK PG PAGE II!II I II I I I I 1 I I II I II II I \ J I 1 \ \ \ \ \ \ \ \ \ \ 4 \ IL = — — — _ — 400 I r' FH FIRE HYDRANT ! v v MANA ED SLOPES PER GIS jp!� I I \ I I I J I I , \ \ \ \ \ D2� EXISTING TREES TO BE REMOVED WV WATER VALVE EX 22 + + WM WATERMETER II 1 I I I/ \ \ \ \ 2-STORK ` _ \ \ ! VARIABLE WIDTH FOREST AND UFE UPPER FINISHED FLOOR ELEVATION !II I I I I 1 I I \ 11,232 SF/FL \ \ / \ FFE FINISHED FLOOR ELEVATION � I I I I I I � \ \ — �jj!i I I I I I I I I \ \ \ \ 22,460 SF \ \ 1 I OPEN SPACE EASEMENT BSL BUILDING SETBACK LINE GFE=388.00 \ /PSL PARKING SETBACK LINE \ J / \ \ \ SPP CC POWER POLE CONVEYANCE CHANNEL FFE=398.00 \ 1 � Ill i I I i i I I I I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ^ \\ \ \ 1 \ UWP WALL PACK LD--- ULTIMATE LIMITS OF DISTURBANCE ill! I r l I I I I 1 \I \ \ _ i I I I I I 1 ew f�etaining all C \ Planting \ \ \ � \ \ \ \ I \ \ \ / v \ --- TP ---- TREE PROTECTION FENCING �iiil I I I ! w/Handrail I \ \ \ \ Area G \ \ \ \ \ '�' \ — — RO --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT 1 g \ \ \ \ \ ,. 00—----------------- O WM WAFIRE ERMETER Iii! i 1 Max Hei ht=15' 200 SF \ / \ / / , 1jj.l I ! Plant ng \ \ \ \� \ / 4 — — — — — — \\ !ii! i I 1 1 1 I 1 I Area I \ \ \ \ \ \ \ - - - / 394 \ \ �2 - \ GV GATE VALVE !iiii 11 I I I I I I I\ 386 \ r~ \\\\ ___ M C\2 ��A \ L. Q nz c !III I I \ SCALE: �"�20' u"IFIDP I I \ �\ \ \ goo // \ —\------ z E I \ \ 1 \ \ \ / \ m 0 \—G`0--------- a_ _ 30— — _ 3g0 \----- w w w w I I I I I I \ \ \ • \ '\' ° ./ .° �\ ...,. .a s \ — I' ° .•39�—.°' —T a6 "1 a > i T.` • a \ / \ Q i. a. .a � - • / — — �i — /�I _ Plantin '�II,I 4 ��� / — .� / \ \ \ � '+ Y Y '+ Area F \ - - �- / 1 \ \ \ \ \ \ &4 \\ \465 SF \ / // \ �\ o 0 0 0 z z z z \ \ o \ \ \ \ \ \ \ - \ ew Retaining Wall G o 0 0 0 'w/Handrail & 1.5' Gutter \Max Heicyht=7' —�\ \ C5 cV co d `� \_ \ ._ z slsrasF\ \ \ \ \ --- \ I \ \ \ \ I \ \ \ / / n / �3975TSF FL / -a / / \ \ {� Slope greater tha 3:1 �— - - -- i�i -G1=374,00 \ \ ' / a _ \I p �� �\I� \ Q _ - - - P' l \ I \ `� / / / See Landsca eNote - \ / _ \ \ \ \ \ FFE 385.Od` \ _ 1 0 \ I \ — / / LFE=371.005 / \ \ O P'1 \ I I / / GFE=381.00 / - - / / New Retaining Wall N \ \ \ yoi - _ -�- \ \ ` - - - - - �- - - - __ _--- it,w/Guardrail II \ \ \ \ \ \ \ \ _ �• a _ _ ___ IPi Max Height=7.5' �_-- III / / _ / New Retaining Wa11 M 1Max Height=2.5' \ \2�STORY 3IU \ 3j \ \\� 1,750SF/)L \ -- --- 1 - - �__ a\ //f/ � � p- IIIII 2 500 SF \ . OH / — \ F�E=371.50 \ \ \ / P _ , \ \ UFE=390.00 \ \ \ New CG-6 Channel / / _ \ \� — \ O 2-STORY 380 Q II -II \ \ — — — — — �— — / �� : — a \ \ 2125 SF L\ > ., Z I!liijl T \ \ > 15" HDPE / / / L M \ — _ \ - \ \ \ (4,250 SF) \ \ L/� FFE=374.00 w �� 388.00 -... '. \ \ \ 1� 2-STORY E a 2,640 SF/FL \ Weir Walls \ \ \ F I-1, \ \ \ \ \ FOS (5,280 SF) E- [Ill I (� \ \ \ \ % % (Refer to 8/C-306) / _ -- IPiI � New etaining Wall � \ / \ •- � � 0 \ < \ \ \ \ w/Handrail \ \ \ \ \ / % / / / * \ _ looting �\ _ O \ \ /— - \ .�.,. ea D _ - UFE=387.20 o w max Height-11' \ �O \ \ \ i�STORY '�L _ _ _ _ FFE 377 20 w F \ • \ . a\I ° l� \ ! CO . \ _ 1 G _ \ p ' ° ° \ \ \ \ 9 032 SF)- — p ! O \ \ \ \ \ 4,516\SF�FL SHEET NO. / 2-STOB� \ \ .. FEE=348.0 ` — — — / 53 y / / AFL j e. \ _ i / _ / / (8,140 SF) liI UFE=3680 - \ %� " `4 _ - - 1"W \ C-2 06 REFER TO SHEET C-207 SHEET 10 of 25 REFER TO SHEET C- 206 .. \ _ \ _ . �w/Handrail � \ \ \ � / / /��= \ _ _ _ _\�? \ \ \ ax Height=11' \ \ - \ \ \ / / / / / // / / / / _ \ \ . _ _ UFE=387.20 N \N rl4` \ STORY \ / / , ,.: 18 _ \ _ _ _ _ \ (9,032 SSFrL� \ \ _ F'FE=�48.0 ' - - - / y` . / / / 4OT0 SF/FL \ \ \ ... a _ \ _ _ a 6 i ce; \ \ \ V N l Pil l \ \ \ - ` \ UFE=3680, - - - - - - / / / (8,140 1 F9 - \ \ \ _ ` \ �1\ \ _ _ 1 W \ \ s110 \ \ \ \ \ \ \ \ \ \ D\ \ \ \ \3j /� UFE=370.5 \ \ \ I .IL, \ \ \ /y / �Q l !Illl / / l \ \ \ \ \ \ \ \ \ \ New Retaining Wall A / / / / \ \ \ --2-STORY I Nil \ \ \ Max Hei ht=2' a -J /-_-----\ 3,8774 SF • _ a _l-- _ , - - - o- \ \ \ 9 / \ _ I 'III \ \ \ \ (7,748 SF) � � . . � - - � _ � _ - o z FFE=354.50 _-- - ..p -__ \ ,. - _-- �- -�--- -- -- \ CV 0 IIHII \ \ rm \ \ ` Ia a �' - - - •'p ,Y ` � / :,a a - \ \ \ �FE' 2.50 ..la ..."> \ \ - - - - 0 02 c a a \ _ _ III�II \ Oar \ \ \ \ \ \ .• �7T6 a LC / %� > \ \ ° 'l _ � _ � � U] �✓ Q 1plN scCJ \\\\ \ \ \ \\ \\ � 1,W, _ \\ � <>. \�\ O \ >� \ - - - z 6 6 0. M C ---------3725-S \ : \\ q q co zi W c 2-STORY (7,45056.0 UFE=375.0� \ \ 370 q \R,OAD -_ _ \� _7� - // �- _ \ \ _ '- - - - - - - - - - - ^ Fx wVO 'Z, ys'TrZRNW OLD- _ \ a'. y� \ \ \ \ \ \ A / New Retaining Wall H a o - \ w ORD ,S R 8 \ \ \ \ \ _ y� - w/Guardrail �j N o UL _ _ _ Max Hei ht=6' �- Q * W °' ULD _ \ - / _� _ \ 1„WM �\ , \ /\ - 9 0 Z� oU W p~'wiz 2-STORY..`\\\ \ \-___---_-_ ��U�cx 40- -----. %�---_a - (1281fi�� 3�0 FFE=360.00 y \ \\ \ \\ w CO \ -BFE �i40.00 \. Z x r \\\ \ _ / \ ---- - 6 ` \ ew Retaining Wall l �<O � �� -_ �_ -- - \ 2-STORY ---_- _ � � \ � \ 9 \ _ - s, -New Retaining Wall L - - - - - - - 7,451 SF/FL - _ _ _ - _ \ w/Handrail \ \ - - _ _ _ _ _ _ o U w/Guardrail - - �4,90� _ _ _ _ - �� GE \ \ ax Height=l0' Max Height=7, LFE=326.50 - - - - _ _ _ \ / �I�RE \ \ \ \ - - - _ RR C/lm p �1/ a - - - - - - - FFE=349.35 ` _ Z Fi / k LQ c _ - ----- ------ UE7-359.3�______ New Retaining Wall J \ - ULD1® w/Handrail \ '------ - ■ - - - _ Max Height=7' \ 8' ----_ /) \ FF Cy/IORES //V� / MOARIAB R�EK LANE \ NCF �l/\/ 9e ` PUBLIC AC LE WIDTH \ K�� �� DB 331 540CESs SEMENT \ //------------------- \ / \ _ _ ------------ \ 8: -JP \ \ \ \INV / MCI-MH-04 _ _ Top=327.10' - _ - 30" Cla \ - MCI-MH-03 Y (RWSA IlA-`�In=310.90 - _ - - � J - - _ Rim=322.64' /Inv OR Inv. In=310.36 310.80' I o r-� \ v ut=310.26' Forebay 314.5- 5,585 CF / abion Baskets / / / / /� / // ♦ I II 1314.5 / Crest=318.5 \ 6 INV- 1QC� I \ " 320 EmergencySpillwa ULD lev: 319.00 /ULD / \\TA \ ` / �MANAGEME � MCI-MH-02 Os / Rim-319.20 �-- / / --- � 30' 1m m=308.79 30" Inv Out-308.69' E- � (b coo CQ cat ak� / \ / ca \ LANDSCAPE PLAN LEGEND: 0 // a \ I \ FH FLOOD HAZARD "' I / / AS - ACER SACCHARUM LANDSCAPE CALCULATIONS / \ \ \rA O �, / / // X M M M M OVERLAY DISTRICT U E- e. E, E, I / z z z z INDUSTRIAL SITE AREA = 14.06 Ac (612,454 SF) I I I a\ \ \ \ \ \ / I / / / / / // / Q 124 � � � QP - QUERCUS PALUSTRIS /TREE CANOPY REQUIRED: 612,454 * 0.10 = 61,245 SF I I I \ \ \ G� / / / M o 0 0 0 TREE CANOPY PROVIDED: \ / I \ \ a / / / LT - LIRIODENDRON TULIPIFERA \ / \ ` \ \\ `p' / / / / / / / / z z z z EXISTING TREE CANOPY "A" = 221,120 SIF \ \ \ \ / / / / � � � � \ // �TP�TPT \ \\ \ \\ Tp // o� o / , , // / / o 0 0 C. EXISTING CANOPY BONUS: 221,120 SF X 1.25 = 276,400 SF a DTP 3 \ \ \ ��P / // ® IC - ILEX CORNUTA PROPOSED CANOPY = 3,452 SF DTP DTP \ Tp S TOTAL TREE CANOPY = 279,852 SF > 61,245 SF OK -Tp DTP DTP -TP \ \ \ \ `\ \ \ \ / / O / // / // // / z `� LANDSCAPE NOTES: SEE DETAIL 9/C-300 FOR EXISTING TREE CANOPY W. �p�TP \ \ \ \ \ 45 1. ALL EXISTING LANDSCAPING IS A MIX OF DECIDUOUS EVERGREEN AND CONIFEROUS PARKING LOT TREE REQUIREMENTS TREES. 2. ALL LOCATIONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY HARDWARE ON SITE \ \ Tp 1 TREE PER 10 SPACES \ \ \ MUST BE SCREENED FROM PUBLIC VIEW. \ � 95 SPACES PROVIDED 3. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLANS PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCE TREES REQUIRED = 10 / 10 = 9.5 TREES PROVIDED = 10 OK GROUND COVER (NOT GRASS). \ \ \ \ / / Z 4. ALL AREAS THAT ARE PROTECTED WITH TREE PROTECTION TO BE PRESERVED. 5. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING LANDSCAPING WITHIN PARKING AREA INDUSTRIAL: \ _� 41 THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 6. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION PROPOSED PARKING AREA: 61,255 SF \ \ \ / / / / / / / / W W BY THE CURRENT OWNER OR A PROPERTY OWNERS ASSOCIATION, AND REPLACED 5% PLANTING AREA REQUIRED: 61,255 * 0.5 = 3063 SF WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE PLAN PLANTING AREA PROVIDED: \ \ \ \ / / A APPROVED LANDSCAPE PLAN. 350+525+262+154+157+465+200+747+557=3,417 SF > 3,063 SF OK �-4 (� 7. EXISTING CANOPY AREA A CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT 5-15' \ \ 'C ✓ b / / / / / O SPACING AND 30'-40' HEIGHT. STREET TREES: O z 8. SLOPES GREATER THAN 3:1 SHALL HAVE REDTOP PANICGRASS (panicum rigidulum) AND WILD HYDRANGEA (hydrangea arborescens) PLANTED 6' ON CENTER. TO MEET THE STREET TREE REQUIREMENT THE DEVELOPER IS PROPOSING TO \ 4p PROVIDE TREES SAVED AS SHOWN ON THIS PLAN, IN ADDITION TO PLANTING NEW - _ _ J\ \ / LEGEND STREET TREES WHERE POSSIBLE. DB DEED BOOK E- 0. w Key Quantity Botanical name Common Name Planting Height Size /Cal. Canopy Total Canopy SHADE TREES AS 2 Acersaccharum-1 Sugar Maple 1 11' 1 13/4" 1 195 390 QP 2 Quercus palustris I Pin Oak 11' 13/4" 370 740 LT 6 Liriodendron tulipifera Tulip Poplar 12' 13/4" 387 2,322 SHRUBS IC 28 Ilex Cortuna Chinese Holly 18" min. 20 560 Canopy Grand Total 4,012 \ / PG PAGE E- W r- EXISTING CANOPY AREA CONSISTS OF 8"-12" CALIPER DECIDUOUS TREES AT I FH FIRE HYDRANT E- E, 5'-15' SPACING AND 30'-40' HEIGHT. L / \ // WV WATER VALVE w �_ F WM WATER METER u) W PRESERVED SLOPES PER GIS S / \ / \ \ / // / / FFE FINISHED FLOOR ELEVATION O W 0 0 / \ / UFE UPPER FINISHED FLOOR ELEVATION a, m I o 0 o MANAGED SLOPES PER GIS G� / \ ✓ / / SHEET N0. BSL BUILDING SETBACK LINE + + EXISTING TREES TO BE REMOVED PSL PARKING SETBACK LINE T' \ \ \ r\ \ PP POWER POLE ® SCC VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT o o�A 20' 0 20' 40' 60' _ / / / \ \ \ \ Wp WALL PACK STORMWATER CONVEYANCE CHANNEL C-207 c-� / \ \ \ � I WP -6\ \ ULD--- ULTIMATE LIMITS OF DISTURBANCE I --- TP ---- TREE PROTECTION FENCING \ m SCALE: 1"=20' \ \ \ \ --- FH --- FT HA7A T AY T)TOTRTCT SHEET tt of 2� LEGEND DB DEED BOOK PG PAGE FH FIRE HYDRANT WV WATER VALVE WM WATER METER FEE FINISHED FLOOR ELEVATION UFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE PSL PARKING SETBACK LINE PP POWER POLE SCC STORMWATER CONVEYANCE CHANNEL WP WALLPACK --- ULD --- ULTIMATE LIMITS OF DISTURBANCE --- TP ---- TREE PROTECTION FENCING --- FHOD --- FLOOD HAZARD OVERLAY DISTRICT PRESERVED SLOPES PER GIS v v v MANAGED SLOPES PER GIS + + EXISTING TREES TO BE REMOVED ® VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT ----------- __--- ' / - �� - ------ _=_ ----- ---- /\?1A� *A =,J\R' - /I kit- - i 6� �' 111 I \ \ \-_� I I I I I I I I I I I l S 1 \\ \ \\ \` / \\ I 11 ■ I --- I � II j II I II I I � I � �\ ': �"��\ / /' I I i \ 1 \ ° ' / °"' _"" '+ I 111 . 1 1 � 1 1 \ ---------------�' � � � - - -_ _`_ _ = �------. \ \ \ \\ _ 1 � / l - \ L _ _ •r� {�F � �; � ��'� , • 11 • c-/' ate 1 / ,IX P - - Ut -s-eT� U - «/- =���� -\'_ - _- _ _ } _ _ _-__ \ O 1 I I z DA 34 owl rn „ I/�/<��//i// /,<)I I 1I / F = /8• WAR pCSA , \ \ \`\ - \ l/_ \ I I I _---- - - -_ -\ \ p / \ \ 1 1 I I \ z E < Fa as a U z A a --New Retaining WaIrE w andrail I U \ W a \ DA- 32 �/ Max Height=22' - /// w• \\_ \ \ \I I' / I \ 0 � %. .� \ I;__/ / ////% \ / r• \ ___ .:r.� / - / - / - /tlei Structure i 0. 2 A C. -Ou j%%%/� (Refer to ( % j / - / / ' ' / i'/ I / I I ice- \ Q C //TIM GRADING PLAN NOTES: >;I DA l --_ Tr ---- \ 1. REFER TO SHEET C-400, C-401, C-402 FOR EASEMENT PLAT. 0.38 AC 2. All ROOF DRAINS SHALL DAYLIGHT TO IMPERVIOUS SURFACE AND FLOW TO STORM INLETS.%' Q /i / T/ / //,/ / �/ // /� �/ //�//�/ // l .irk ' 1 / / / / / / -/ // - -' \ / 1 e I I \` 3. ALL NEW MECHANICAL EQUIPMENT AND UTILITY HARDWARE SHALL BE / 1 / / / �/' / /� 8 DA Ex. Bldg I ---___----- TQ t� , I / / / - / I W O SCREENED FROM PUBLIC VIEW. / o, S \ / , /� / / / / 1 I I \ \ * W rn 4. ALL ADA PARKING SPACES AND ACCESS AISLES SHALL HAVE SLOPES %' ems' - / I I E-' � / 0.51 Ac \ ���o LESS THAN 3%. / o // o A� - / I I / I / , I I I I II/' /'/ /' 1 1 \ { 5. 100-YR FEMA FLOODPLAIN ELEVATION IS 324.0' PER FIS PROFILE DATED%' \ ■ I I I 1 I I I I 1 I \ (I I � I III Q I ew Retainng Wall D e I ° I I I I I I \ o I Guardrail / DA BLD 14 ~----------- I \ ;( 0� >20 FEBRUARY 26, 2017. FINISHED FLOOR ELEVATION FOR BUILDING 9 IS 25' �'% 5P\� = I I I I I I I I 1 \ 1 I I I I I Max Height-5 q I \ it W ABOVE THE 100-YR FLOODPLAIN ELEVATION. OWNER OF BUILDING 9 MAY - 1 I W U a of z / ■ I I I I I I I 38A 0.07 AC // q Il r�at� APPLY FOR A LOMA TO REMOVE BUILDING FROM SFHA._ 1 I \ I Existing Industrial Ca / o • .. I ,, 1 I 1 I I I I I 1 I 3aoo�/tt '/ 1 I g 1 rn d F 11 11 I I I I I I I I I I /'- Fo �foOo I building it F w �B /< \\ j \\ 11 w II II I 1I II II II I *Zfax '-4 0o I3 ao2/ xa 0' 4s Existing Industrial Building30' 0 30' 90 s,go0 SO I 1 o 0 / I I I I I I I I FFE ?= II -t ..�Asphalt lI ISCALE: 1"=30' Existing DA 15I Parking x l II Z \ \ \ o: I , ,, ■, I I I I '`( I I I 0.48 AC � � I ------- DA Z ^� G• I I / I / '" I III 11 1 1 1 I I I // \ ,, \ � \ I ---- 25 New Retaining Wall F I 1 Max Hei ht=8.5 I 0.25 AC I� - y I II it /Handrail / c� I / I //// ■ 1 1 1 1 1 1 1 1 1 1 I I I. /I 90 CKJ`R \\ 9 II °� I ' \ �i/// /- :.n o■ I I I I 1 II � I I I I (.. DA 14 ,• \ -- / II1 1I I .I AC 1 \ \ \ \ \ \ ��♦ ,^\ II \\ I \ ` .I EX CONC RETAINING i \ / \ / r ■ I I 1 1 I I I 1 \ \ \ \ \ \ WALL_________ � \ II J ' \ \ \ DA BLD-12 \\\ \\ ! II \ '/ / i I III / ■ I I I I I I I I I I I I I I pay \ I 12 \\\ 40?- - =.\ 11 smRP2aoo0.26 Ac 6/FL H 22.460 SF I1 \ \ \ - - GFE=398.00 \ \ 1 FEE=396.00 I{ew 4taining 411 C - \ I I I I I I I / li ■ i' I I I I I I I I I I w/Handrail Max Height-15 •-4p0- \ I I 1 1 I \ \ \ o \1\/ I I I I / // ,; a\ ■ '; I I I \\ \ \ 1 I I I I I '' \\ Existing Industrial buildingDA13 Q10 AC - - j�� `12 �- \ - -\\ \ J0`Yd fill I / / / /; ■ ; , I ; I, I II p 5"TOP I I \ \\ \�\ \ \ \\ '\\\ `-- 0.52 AC /IIII \ \\ D \ - _ o _ - - --------- .14 a ■ I I I I I I I 2\ \ \ _ _ \ _ - _ DA 1 7A I/ I I I �DA :..- 3. I I \ 84 \ \------- - • e -_- /' ----- --------- /'' \ \ 3so- - �' --- /� - - \ 0.07 c ----- Y ■ / / / ;/ ;/ �/, / ' \ A CG-6 Channel / / /IIII ■ II III I I I I \ \ \`_\\ \_- _-' _ ---- - - DA 19 1 0.5_9 Ac \ / / \ _ � _ _ - New Retainin Wr.. ( II I \ \ %It&SF \\\ \,. \ \\ \ \ --_ _-/_ /--_- / ___''� U/ \ -� \ .43 AC x Max He'Ight&1.5'Gutter __\ \ ■ '/ /i' //�//� //� i \ ;ill I I l 1 I I \ \ \ \\\ \\ \ \ _ / \ \ \__ -' / 0 9 ettasF \ 3741p /' 3.4TORY" 3so Ft \e5ad \ \ \ \ \ \ \\ 1DA BLD 07' F i I ' 41.9 SF/FL / / -/' - - - BLD 06 \ I 0.32 Ac ------------- ---DA \ \ \ / FFE=394.00 /' - / _ / / / / / / , / / - ' •: I, --� II I I I \ \ \ 3go GFE=381.00 / ' \ \ ' _ _ _ \ I I I \ \ \ - \ \ 9 ---,' - - -- ----------- - - - l 1FE=37L00 / - - - / New Retaining Wall N \ \ \ \ I I \ \ \ I , z / DA 17-----_--_--_-_---_---_ I \ / / -w Guardrail � \ �+ - - I - \ I, / / II I \ \\ \\ \ ---\ \ •\ \ \ x \ - -- ---- -' / / ' Mai Hei ht=7.5' / `- - - - - - _ / / / / / / , / / / / ••�; I;I I 1 \ \ \ _ -\ \ \ \\ \ \\ DA 8 - \ - ,/' / ,/ ,' _/' New Retaining Wall ✓ " - -_--- \ _---- ---- ii 0.1 8 A - / / JAax Hei ht=2.5' \\ \\ `\ \ luX - - -�--------------------I- / \ ,BLD-8 _---- DA1 I I If ■ ; I I ��\ \ \ \\ \0\ \ //'/ /'�O/' - ,2\\ \ 0.04 Ac- , � \ \ \ \ 3 UfE. OP \ \ .r ` � \ / - \ \ - \ 3e \ New CG-�6 Channel / ■ /_ J ' I I / - / l \ \ \ \ Erg I I - DA BLD-9 - /' \ \\ \ \\ \ / ' - MazF 0.05 Ac 380 1.08 AC \ \\\\ \ ` \ \ FOS DPE ��ivate DA 16 \New Retaining Wall 9 �\ / i I �• \UFl:=3@Bb0� \ I 1 / %i' ■ I \ \ \ \ ,w andrail \ \ \ / / Weir Walls r • \ \ \ _ _ /H \ / /0.39, . - 2-STORY I _ - I Max Hei ht=11'(Refer to 8/C-306) A C \ _ _ \ \ 1 \/' 2,6405E / (5,280 SF) / / / / ■ \ \ \ \ \ \\ \\ \\ - - \ / / ' /' e DA BLD 02 FT=3n.2o--_ / , 2 STORY-- UFE=387.20 / / / / / / / - \ \ \ \\ \ �_ \ 0\ \10 Ac W1l A ` ' / D A BLD - - - - - 1ST - - \ - •I / '' i / l l l 11 I \ \ \ \ I \ \ \\ \ \ \ \ \ \ \ - Max Height-2' - - - 0.08 Ac , / / A1FE.37oS \ 2- - qb-P- ` \ \ \ � \ \ _ \ f 1 "NTI STORY -_ _ -_ - �" - -_- / ____-- \ \ \ \ \ \ \ \\ 3&4 3,874 SF/FL ro i II // \\\\ \\ \\ \\ \�\ \\ \ \\\ _ \ r' +.'� - '•:'- -- -_/ / /' / _ 0.18 AC - FFE735450 - -\ ---3j4 1 _ _ - _ - $ 'h380 0 C> C> l 11 I s \ \ \ \ -- � - - _ - - - - - -_-- i - / / / E co t` ra [xt 29 334� iL.I•b' \\ - \ \ ,WM \ ----- / ��-- •� // /- - \'\.'\,Y\ ' \ \3so` - \ \\ \ \\.. .\ \\ \ \ _- �� '/ ' o o nz o 0.29 Ac -IDA 05 _ 2-STORY --- - --'' /- / / -DA BLD-5h\ \\ROAD \ �__' /' /s 0.25 \\\ --- \\ \ \ - - / / ' ' Lec) \ I\- -_ \ - - / o'- \ \ _ 0.09 AC ��\ \\ \ A 07 0 \ `__ / -/'' /' /' ,'' / /',',',' z -370 / / / ,/ /' / I I I I I/ / / --// .i \ i � ® \\ � \ SS0,4\ �. \ \ \ \ / ✓' � \\�\ � Yl Yl ' '' //'/ / / /'�' ' Cti. "�` _ 13 N P _ • • \ \ \ vl / / / /� i_ f(x v3 vz vz vz 6 XA via /G / �1 /'// % %�W w w w w n \ \ \ L - - - ...' _ - ew Retaining Wall H Jr\ _ _ / \ _ _ _ _ - - - - - p • \ \ \ Tl w Guardrail / I / l I / 1 -o \ 1°wM a � �A co � � DA03 -_---_ - --- _ �'- �� D � \ \ ;t��-_Max Height=6' o 0 0 0 DA BLD 11IQ wq/t`l \ �\� - ---- ----- - - ---- - __ 0.03 AC \\ r \\ \\ \ \\ - _ _ ---_� / �� / P _ \----____---____- ------ w/Guardrail 45 vn -- \ \ y� \\ 9 \\ \_ / , //// \ z A / ew Retaining Wall L DA BLD 01 , \ \ ' / Z /'// \ ' \ ew Retainin Wall I \ \ 360- '/ / i i / .� \ --- __/_------ - - g_ t _ _ - F6 \\ \ \ w/Hand9 it > \ \ \ \-_-_ / /% -- I / / /' ` - - 0. 17 A c I-FE-349.35 _ - y�� N \ \ 'Max Hei ht=10' \ \ - _ / / /' / %� //' \ / _ _ _ _ ax Hei ht ' V.N\ ------------- - _ ----------tlFE.359_Yi _--_-- �a \ \\ \ `\ \so \\ \ ---__--___--- 1 _ ///,'� ii�'� \ 1 �\ P'- / � Cl) 339 / / / / // 1 \ / i \/ i Sri \-______ HDPE ��--_____;✓ New Retaining Wall) Max Hei ht=7• \ 8y'/ /� // \ %Ce b C/NA) � ` `�/ I I ♦ I I I -------- c-_ _------------O \\\---__-__ \ \ \\\\ \\\ \\\ \\\\ \\\\\\\\\\ \\\ \ �'i////'%/ / W a CJ / L \ X-� / I I I.I \ i - -- x -O A- - \ \ \ \ \ \ \\ \\ \ /'/''iii/ /- - - - - - - Q ii / / ) 'C { / \ \\ / L/ I / aY R / I It 1 - \_ _� E E� Foreboy 314.5_ - v / / / I E �' \ �\ \ '� / , / / / II 5,585 CIF\-) / i / W1314.5 / Crest ablon318.6\ \ 7 / / /' // / /< � / L, __-•\\\ \\ � 3o/g1a9 / / / / / / I , \ INV=31s.o , / 1 / ;' 1 ------- SHEET N0. � Emergency Spillwa \?01 o •�\ C-3 O O Eler.. 319.00 KJ` \ "_ / / / / 6"x12"if ' \---/-- I I J f'------- 1 I / , CCE / S ovCy( iron y,/ / ; -'/ ( ''I-----------r' I / , / / SHEET 12 0 360 355 350 345 340 335 330 325 320 315 310 -0- �niai. w swuwry sewer wri require a test pit for actual depth. Adjust storm sewer as necessary to provide a minimum separation of 1.5' 1 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' Str-06: VDOT MH-1, IS-1 Str-06A: VDOT DI-7 4+30.5 0+36.3 Str-11: VDOT MH-1, IS-1 RIM: 353.81 RIM: 353.00 2+69.2 INV OUT: 348.13 INV OUT: 348.50 RIM: 383.71 Str-13: TRENCH DRAI INV IN: 349.30 INV IN: 377.75 0+65.7 INV IN: 348.23 INV OUT: 376.57 RIM: 381.13 365 365 390 80 360 360 385 385 355 355 380 380 350 350 375 375 1.03% - 114 - 63.1 ° 345 345 370 370 340 1 340 365 365 -0+25 0+00 0+50 -0+25 0+00 1+00 4 STORM SEWER PROFILE 5 C-301 STORM SEWER PROFILE HORZ SCALE: 1"=40' C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' VERT SCALE: 1"=10' 16: VDOT DI-2A, IS 0+45.4 RIM: 369.67 Str-17: TRENCH DRAIN INV IN: 364.10 0+38.7 INV OUT: 364.00 RIM: 367,28 INV IN: 364.11 [INV OUT: 364.69 380 380 375 375 370 370 365 365 - HDPE @ 1.50% 360 360 -0+25 0+00 0+75 8 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 350 345 340 335 330 325 320 315 310 -0+25 0+00 g STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 1410 -0+25 0+00 1+00 6 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 1+00 2+00 LD-229Storm Drain Design Computations (10 Year Event) Pipe ID From Point To Point Catchment Area Runoff Coeff Incr CxA Accum CxA Total Tc Total Int Total Flow Up Invert Down Invert Pipe Length Invert Slope Pipe Dia Pipe Capacity Velocity Flow Time Inc (ac) (C) (min) (in/hr) (cfs) (ft) (ft) (ft) M (in) (cfs) (ft/s) (min) 130 35 34 1.16 0.86 1.00 1.00 5.00 6.62 6.62 372.60 370.00 28.0 9.28 15 17.05 13.00 0.09 128 33 32 0.21 0.72 0.15 0.15 5.00 6.62 0.99 364.16 364.00 11.7 1.36 15 6.54 0.82 0.24 126 30 29 1.08 0.24 0.26 0.26 7.10 6.04 1.57 334.00 331.50 43.4 5.52 15 13.15 2.79 0.59 125 29 28 0.29 0.80 0.23 0.49 7.70 5.90 2.90 331.40 325.80 18.3 7.02 15 8.73 6.39 1.60 123 EX-23 EX-22 0.76 0.72 0.55 0.55 5.00 6.62 3.64 394.97 393.72 14.9 0.84 15 5.13 4.53 0.84 122 EX-22 21 0.00 0.00 0.00 0.55 5.80 6.37 3.50 393.62 376.60 156.4 10.61 15 18.23 5.50 0.93 121 1 21 20 0.00 0.00 0.00 0.55 6.80 6.12 3.37 376.50 373.43 46.8 6.04 15 13.75 5.36 0.30 120 20 19 0.00 0.80 0.00 0.55 7.10 6.05 3.33 373.33 370.00 33.7 9.18 15 16.95 3.83 0.21 119 19 18 0.43 0.86 0.37 0.92 7.30 5.99 5.51 369.90 364.98 121.3 4.01 15 11.21 4.60 0.44 118 18 16 0.09 0.86 0.08 1.00 7.70 5.89 5.87 364.88 364.10 149.2 0.52 18 6.91 4.55 0.55 124A 17A 17 0.11 0.72 0.10 0.18 5.00 6.62 1.19 364.69 364.11 25.0 10.00 15 17.70 6.42 0.98 124 17 16 0.14 0.72 0.10 0.18 5.00 6.62 1.19 364.69 364.11 38.8 1.50 15 6.85 0.97 0.67 117 16 8 0.39 0.86 0.34 1.53 8.30 5.76 8.81 364.00 363.79 29.9 0.70 18 7.63 4.78 0.11 116 1 15 14 0.55 0.72 0.40 0.35 5.00 6.62 2.32 383.51 381.00 186.6 1.33 15 6.45 4.05 1.69 115 14 11 0.15 0.86 0.13 0.48 6.70 6.14 2.94 380.90 376.67 615.0 6.74 15 14.53 2.81 0.43 114 13 11 0.10 0.86 0.09 0.57 5.00 6.62 3.74 378.50 377.50 65.7 1.52 15 6.90 3.39 2.36 113 12 11 0.78 0.86 0.67 1.24 5.00 6.62 8.18 380.19 377.75 30.7 7.64 15 15.47 10.88 0.15 112 11 10 0.00 0.00 0.00 1.24 7.40 5.97 7.38 376.57 374.41 50.5 4.06 15 11.28 7.05 0.14 111 10 9 0.07 0.72 0.05 1.29 7.50 5.94 7.64 374.31 372.38 51.4 3.57 15 10.58 7.30 0.14 110 9 8 0.14 0.86 0.12 1.41 7.60 5.91 8.31 372.28 363.99 146.4 5.61 15 13.26 7.29 0.38 109 8 8A 0.50 0.80 0.40 3.38 8.40 5.74 19.41 361.73 361.69 3.9 1.03 24 19.85 6.61 0.01 107 7 6 0.41 0.79 0.32 0.32 5.00 6.62 2.12 351.47 349.30 22.4 8.21 15 16.03 9.30 0.23 106 6a 6 0.06 0.86 0.05 0.05 5.00 6.62 0.33 348.50 348.23 23.7 1.03 15 5.67 0.67 1.58 105 6 5 0.00 0.00 0.00 0.38 6.60 6.17 2.32 348.13 341.89 187.1 3.26 15 10.11 6.86 1.44 108 5a 5 4.41 0.81 3.57 3.95 5.00 6.62 26.13 345.87 339.12 66.3 9.79 24 61.34 8.93 0.15 104 5 4 0.25 0.24 0.06 4.01 8.00 5.82 23.32 338.97 338.72 10.0 1.78 24 26.15 9.42 0.03 103 4 3 0.00 0.00 0.00 4.01 8.00 5.81 23.28 335.68 320.61 90.3 15.99 24 78.37 8.15 0.19 102 3 2 0.64 0.86 0.55 5.05 9.30 5.54 27.98 320.51 318.40 61.4 3.23 24 35.22 12.46 0.12 101 2 1 0.17 0.86 0.15 5.20 9.40 5.52 28.68 317.00 315.35 68.3 2.35 24 30.08 10.85 0.13 350 345 340 335 330 325 320 315 310 3+00 360 355 350 345 340 335 330 325 320 315 310 50 380 Stp-05- VDOT 1-3A IS-1 375 370 ' 365 U 360 , o , 60 355 ' N x 350 MKIMUrn MA IF 345 ° 340 335 -0+25 0+00 1+00 2 STORM SEWER PROFILE C23 01 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 410 405 400 395 390 385 380 375 370 365 360 355 350 2+00 2+75 -0+25 0+00 7 STORM SEWER PROFILE C-311 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 410 405 400 395 390 385 380 375 370 i x Str-31: VDOT ES-1 = : N -0+00.1 :2rn o o "as � Str-35: VDOT ES-1 INV IN: 3 65.8 10 > "' 1+02.3 INV OUT: 372.11 380 375 370 365 360 -� _ � • 1 y .�sl .1 11�� ��- lvowl11�Ik/- �IFIV.I �u� lY�� ��Ry?i-ill/�-� �a11117� Il�11�l��I��-� �t�. dl�•���a�•w•�l�lLl.1�R!*J!!!l�I. ��lllll�l-�I�L • : - I ril•<griCi� -0+25 0+00 1+00 10 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' LD-347 InletlD HGLDn LineSize Line Length SfDn VelDn Hw HGUnct Grnd/RimElevUp (ft) (in) (ft) M (ft/s) (ft) (ft) (ft) Str-02 316.89 24 70.091 0 110Q..85 1.831318.83 324.32 Str-03 319.76 24 65.364 0 12.461 1.831 322.34 325.8 Str-04 322.34 24 94.272 0 7.97 1.71 337.39 350.86 Str-05 340.181 241 14.0471 01 9.391 1.711 340.681 347.95 Str-05A 340.681 241 68.9211 01 7.811 1.621 347.491 348.78 Str-06 342.32 151 191.1251 01 6.861 0.641 348.771 353.81 Str-06A 348.771 151 26.3211 01 0.671 0.231 348.731 353 Str-07 349.621 151 26.4361 01 9.31 0.611 352.081 355.72 Str-08 363.41 24 3.9 0.871 6.61 3.26 364.99 368.5 Str-09 364.99 15 147.686 0 7.29 1.1 373.38 377.62 Str-10 373.38 15 54 0 7.3 1.1 375.41 379.21 Str-11 375.41 15 53.148 0 7.05 1.08 377.65 383.71 Str-12 378.21 15 31.918 0 10.88 0.85 381.04 385.06 Str-13 377.74 151 65.735 0 3.39 0.29 378.791 381.13 Str-14 377.651 151 62.754 01 2.811 0.691 381.591 387 Str-15 1 381.591 151 189.1981 01 4.051 0.61 384.111 385.62 Str-16 365.29 18 29.9 0.86 4.78 1.74 365.74 369.67 Str-17 365.74 15 38.76 0.045 0.97 1.08 365.77 367.28 Str-17A 372.15 15 25 0 6.42 0.28 374.78 389.5 Str-18 365.74 15 149.15 0.997 4.55 2.39 367.27 371.35 Str-19 367.27 15 122.557 1.016 4.6 0.96 370.86 374.49 Str-20 370.86 15 36.284 0 3.83 0.75 374.08 378.6 Str-21 374.08 151 50.839 0 5.36 0.751 377.251 383.72 Ex Str-22 377.251 151 160.382 0 5.5 0.761 394.381 402 Ex Str-23 394-51 15 1.8.994 0.839 4.53 1.09 :5Jb.1JbI 400.84 Str-29 326.3 151 2301 01 6.391 0.68 332.08 334.24 Str-30 1332.081 151 45.31 01 2.791 0.51 334.51 335.3 Str-33 1365.681 151 11.7331 0.0321 0.821 1.541 365.71 366.27 Str-35 1 370.51 181 28.0071 01 12.861 0.991 373.591 366.14 380 375 �370 365 360 1+75 380 375 370 365 360 355 350 345 340 335 1+50 395 390 385 380 375 370 365 360 355 350 gar - -��� ✓W� ��Il::l[•�•�--�r�OMNI kdL7� -■�!A•l1S7T�l�:flfRrlJ1lT�E��■�1�l;l�wwr�r_f�� ■■iLlldl'1'd'1'a'YY��Gd�81�1255��+`E•iRt•- �■■IRtI�S•1�ii �■-N��I��iirlV ��I�u� l- ��-I�i7rS��-hsir±F��-i��l-% 1- ��-m iY11�H3.'1TS���l -ii/1SSY�■- �dQ---�`��Y�-r��■-�-ii■Wl��ift:1.711:f- ��r��w�a��:� �.-III■t��l�■�I•�IILd.�� �d-l�SISr�I�_ �I� d•►�J•Rel-�����rcv�nar�rraiww� __WOMEN-iT]7L°iY�dld��l�l���•�3111- ���IIf� �i�U'71u+■-�fseftl)falrsfl.�l■:IItJ=e7I:IfY,G-- ���II�% �79f••lSill![�iLil■!fitSn�"t7.isF,��--- �IIII■�I� ror.•�•■�YI`�r.l���� MENOMON■ 11MENOMONEE 111�------ MENOMONEE 1 1 • • RSiZlI9:II1SIFOIiWiT11✓ii---- -0+25 0+00 1+00 2+00 3+00 3 STORM SEWER PROFILE C-301 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 3+5( 95 90 85 80 75 70 65 60 55 50 45 rn z 00 0 02 0 . O x U] 0 z ¢ 6 w w Cq o a m a Ca z Q x U � 0 �I OJ Z � o ao C\2o F N C\2 Z m> W W co M >0a�z P= D4 410 �UWEW WOOE405 o U 400 W 't Z 395 a Z W 390 385 380 375 370 365 360 355 350 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 Str-32: VDOT MH-1 0+03.34 SEE DETAIL on C-612 380 380 375 0 375 L � 370 370 365 365 128-9.6'of15"HDP 360 360 -0+16+00 0+50 11 STORM SEWER PROFILE C-3O1 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 0 °�� o ro Q O. > Ul > C O > v tj 4 ~ N L Q �"� C Y Y U f0 U o CL V) z __ (D U VIcy Cf Cf 3: VI (ft) (ac) (in/hr) (cfs) (cfs) (cfs) (ft) (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 STR-3 DI-7 325.80 0.64 1 0.86 1 0.55 r 0.55 r 6.62 1 3.64 1 0.00 1 3.64 1 0.45 1 326.25 6.0 STR-6A DI-7 353.00 0.06 1 0.86 1 0.05 r 0.05 r 6.62 1 0.34 1 0.00 1 0.34 1 0.15 1 353.15 1.2 ST11-33 DI-7 368.27 0.21 1 0.72 1 0.15 r 0.15 r 6.62 1 1.00 1 0.00 1 1.00 1 0.23 1 368.50 9.7 13 -� INLET DEPTHS FOR DI-7 STRUCTURES Chapter 9 - Storm Drains Appendix 9C-14 Performance Curve DI-7 in a Sump 10. 5.0 1.0 Ld 0 STR-3 0.5 STR-33 STR-6A 0 1 ��■■■�III�Ii����111 I -� IIIII■II■I■■■■■!� �r�tll■I■■t■■■ W-MI 1 5 10 DISCHARGE (CFS) 50 100 Source: VDOT Transportation Research Council publication "HYDRAULIC EFFICIENCY OF GRATE INLET", 1988 LD-204 Stormwater Inlet Computations Sag inlets Only en � .• w o. n v L a � v CQ15 C N `y Z G. O O 7 U >, a+ CL ++ L OQ In cu N fl- CL U U L > O �n O V ,n X J U C ld ' H 0 E w X v Y 0 Y M .� X (D 0 L « a a = .Q 2 Y w L L O C Q E: C v �O U N O C �•+ .• Ol > Y .• r6 01 }' a W c T v x -a +� � d � .. w :5 ., Z '= c� V � V v� d U 0 a � � v, o \ c7 I c7 I V o 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 (ft) (ac) (C) (in/hr) (cfs) (cfs) (cfs) (ft/ft) (ft/ft) (ft/ft) (ft) (ft) M (cfs) (cfs) (ft) (ft) (ft) Str-05 DI-3A 2.5 0.25 0.24 0.06 4.0 0.24 1 0.015 0.02 0.02 0.08 3.31 0.3 100% 0.24 0 Str-07 DI-2A 2.2 0.32 0.86 0.28 4.0 1.1 0.015 0.04 0.02 0.08 5.07 0.17 100% 1.1 0 Str-08 DI-3C 4 0.18 0.86 0.15 4.0 0.62 0.015 0.08 0.02 0.08 100% 0.62 0 0.36 0.5 0.72 5.39 Str-10 DI-2A 2.2 0.07 0.72 0.05 4.0 0.2 0.015 0.05 0.02 0.08 2.95 0.15 100% 0.2 0 Str-12 DI-36 8 0.52 0.86 0.45 4.0 1.62 0.015 0.05 0.02 0.08 4.81 0.21 100% 1.62 0 Str-14 DI-36 6 0.15 0.86 0.13 4.0 1.33 0.015 0.08 0.02 0.08 7.96 0.32 100% 1.33 0 Str-15 DI-36 7 0.48 0.72 0.35 4.0 1.38 0.015 0.03 0.02 0.08 7.26 0.4 100% 1.38 0 Str-16 DI-2A 2.2 0.3 0.86 0.30 4.0 1.03 0.58 1.61 0.015 0.03 0.02 0.08 3.24 0.14 100% 1.03 0 Str-19 DI-3A 2.5 0.43 0.86 0.37 4.0 1.48 0.015 0.07 0.02 0.08 3.65 0.21 61% 0.9 0.58 Ex Str-23 DI-36 7 0.25 0.72 0.18 4.0 0.72 0.015 0.04 0.02 0.08 4.77 0.34 100% 0.72 0 Str-29 DI-36 4 0.29 0.86 0.25 4.0 0.84 0.015 0.09 0.02 1 0.08 6.58 0.33 100% 0.84 0 ROOF DRAIN CONNECTIONS Building # Drainage Type To Structure 1 Roof Drain 2 2 Downspout 5A 3 Downspout 5A 4 Roof Drain 5A 5 Roof Drain 7 6 Roof Drain 9 7 Roof Drain 8 8 Roof Drain 18 9 Roof Drain 18 10 Downspout CG-6 Channel 11 Downspout 6A 12 Roof Drain 12 13 Downspout 15 14 Roof Drain 15 z 0 E-E a_ u z z z z W w W W W 0 0 0 0 U U U U F F F F z z z z 0 0 0 0 0 0 0 0 U U U U O � M d z O C�6O W O O Z x f/D y � F F w D a x 4 r/] SHEET NO. C-301 SHEET 13 of 25 410 405 400 0 >rn coo N o dm�mM Co ,N 410 405 400y ��\f?dA� J \ �� -` >� C7� _00 --- Q -- - - Ad 395 395 mM / 390 vu) C4 390 0 C\2 0 °'+ 0 0 x 385 385 C\2 x 380 375 370 to + `` ao emu' CD 00 380 375 370 o .-. .� rn d a E� C14- o w F Q .wa M a Ca w Z w Q w � x 365 �, 365 Z o � + � Z 360 360 `-4 o 0 0 ell - �a0s 355 d 355 a F � C\2 / � �cv0 L) U ao ` i--i 6 1 350 350 > 0 w >- w m m cLO U.) _---- -------- 345 _ '--- -- ------- 345 �I y co q Pmn+-Pmn+ �o �� �D w x WFW LJ * 340 340 0 0 , - _Zaa 335 335 U W o d, W 330 330 a Z 325 325 W 320 320 -0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 1 WATERLINE PROFILE 95% COMPACTION REQUIRED IN ALL FILL AREAS. C-302 HORZ SCALE: 1"=40' VERT SCALE: 1"=10' 400 400 395 395 - 390 -' 390 SAIN H. 92 385INV 385 NV OUT. 562.57 NV IN: 362.77N - - 380 - 380 -- , 375 375 370 - -26 370 zLA N - i 365 1 ni iT. mn 43 365 00 -o z 360 360 ul 355 uc le n 350 ------- - 350 - 345 °° 345 ^ 340 340 � 0 rn z 335 - 335 N 26, PIG (AX - o ° N 330 z ' 330 ------ N Ck� _ -- 325 --- 325 320 320 0 0 0 315 315 r~ M ci C] o ci 0 0 310 310 -0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 2 SANITARY PROFILE C-302 HORZ SCALE: 1 =40 VERT SCALE: 1"=10' 10+00 11+00 12+00 13+00 14+00 14+50 z 0 E- 11 U Q E---E C4 e. 2!; 5 o � E--E z 0 0 � F z 0 0 � F z 0 C. � WATER DATA SHEET Date october5,2020 1 Project Name Woolen MillsLgntlndustralPerk (2) Pro'ectLocatl n Intersection of Franklin Street and Moores Creek Lane () 1 o 3 () Consultants Meridian Planning Group (4) Sources Ragged Mountain Reservoir (5) Design Population lnwwn o20) g P (6) Hydraulic Capacity 2604 () 7 Pipe Material Ductiieiren (8) Pipe Diameter (Inches) Length (Feet) 4" 6" 47 81, 1263 101, 12» (9) Fire Hydrant Assemblies 4 (Number) (10) Valves: (A) Gate 6 (Number) (B) Air Relief (Number) (11) Fittings: (A) Cross 6 (Number) (B) Tee 4 (Number) (C) 90° Ell o (Number) (D) 450 Bend 7 (Number) o (E) 22/z Bend z (Number) (F) Reducer 3 (Number) (G) Blow -off Assemblies t (Number) (12) Minimum pressure at critical water meter 113.2 (20 psi required) Building 12 Water Meter (652-391) * 0.4335 Authority Provide: Booster Station Storage Reservoir A-1 SEWER DATA SHEET Date Octobers, 2020 (1) Project Name Woolen Mills Light Industrial Park (2) Project Location Intersection of Franklin Street and Moores Creek Lane Meridian Planning Group (3) Consultants g p (4) Waste Treatment Facility Moores Creek AWRRF N/A (5) Design Population (Number) (6) Connections 14 (Number) (7) Industrial Waste none (8) Pipe Material SDR-26 PVC & Ductile Iron (9) Pipe Diameter (Inches) Length (Feet) 6" 81, 1410 1 OP,W 12" 15" 18» 21" 24" TOTAL FEET 1410 (10) Manholes: (A) Standard 12 (Number) (B) Drop 1 (Number) (11) (A) Siphons & Pump Stations 0 (Number) (B) Force Main (Size -Length) 0 (Feet) Authority Provide: Drainage Basin Sub Drainage Basin A_2 UTILITY NOTES FOR ACSA: 1. REFER TO SHEET C-400 FOR EASEMENT PLAT. GENERAL WATER & SANITARY SEWER NOTES FOR RWSA (LAST REVISED: APRIL 2016) 2. All POST INDICATOR VALVES WILL BE PRIVATE. THE ACSA OWNERSHIP WILL END AT THE GATE VALVE SERVING THE FIRE LINE. 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND 3. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED. SEE RWSA GENERAL WATER AND SANITARY NOTES ON SHEET C-301. SEWER DESIGN AND CONSTRUCTION STANDARDS VERSION 1.0, ADOPTED IN DECEMBER 2015. EXCEPT AS MODIFIED BELOW OR 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEUDULE A CORE OF A MANHOLE. MODIFIED IN SPECIAL NOTES. 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE CORING CONTRACTOR 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE PRESENT SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. FOR ALL CORES INTO THE MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). OR INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION FLOW. 4. RWSA ENGINEER (VICTORIA FORT AT 434-977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. START OF CONSTRUCTION. 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE FLOWS. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT 6. ACTUAL SANITARY SEWER INVERT ELEVATIONS TO BE DETERMINED IN THE FIELD AND AT RWSA'S SOLE DISCRETION. COORDINATION WITH, AND THE PRESENCE OF, RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. GENERAL WATER & SANITARY SEWER CONDITIONS FOR ACSA ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM.THE LOCATION OF 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. COMPLETE OR ACCURATE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES WHETHER SHOWN ON THE PLANS OR NOT. ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADDITIONAL COST TO THE OWNER. ADOPTED BY THE ACSA. 7. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). RWSA IN WRITING. 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE 8. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NOLEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 9. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA UNDER ON EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING"PERMIT WHICH MUST BE OBTAINED BY THE 10. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES CONTRACTOR. APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING"PERMIT WHICH MUST 11. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. BE OBTAINED BY THE CONTRACTOR. 12. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANG* 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF RETAINING WALLS, FOOTERS FOR ANY STRUCTURE. DRAINAGE STRUCTURES. ETC. THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" 13. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA 0 z -" � " d' O Z � a Q W - Z Cc a Q O �,7 O - �:-- E-� w l a (] E- E. U N r X 0 W - 0 a W E-' �D w F F w w SHEET NO. C-302 SHEET 14 of 25 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" IN INITIAL BACKFILL za' IN 8„ 8,: 8" 8„ MIN MIN. \ IN. MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK ■ SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE 6„ 4'MI INITIAL BACKFILL 4'Ml SOIL MIN. MIN. a MIN MIN. ��- O•• 'GRANULAR FILL AS #68 STONE APPROVED BY ACSA STABLE BSI I bci STABLE SOIL OR ROCK NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 FRAME & COVER (SEE FIG. S-I--D,E) SLOPED AREA STREET SURFACE OR L NON -PAVED AREA 4. 1'-0" MAX RUBBER COATED STEEL 3'-0 I„ MIN STEPS CAST IN PLACE PRECAST REINFORCED " CONCRETE SECTIONS 12" MIN "0" RING SEALS a 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5 FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH OF FLOW �FiLLETS < " CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING -- �^�--- SEWER. ` e •. e „ .: 12 A FILLETED INVERT OR A SMOOT d TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN I` COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K` SOFT COPPER 1"x1 •: NOTE - NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. TEE FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL" AND IRRIGATION SERVICES 2' R MMPRESSION x 3/4" MALE PIPE COUPLING IPPROVEO EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. IRON LID FINISHED GRADE METER BOX 36" MIN. COPPERSL77ER 1/>7 BEtiD COUPLING p s_ METER `�.r '"to:r �i CORPORATION STOP �Jzr r?`.': -,,M1 BRICK A �'r:^;, NECESSARY 1jc.4 SAND OR DUST UNDER •; h:•,iCu.: 4" DIAMETER DRAIN PIPE, 12' BOX AND SETTER (2-INCH is::; t,p';:: :4;`';:,ir LONG STONE POCKET, VDOT MINIMUM THICKNESS) 5.iy�.;ytv,;,� _� ,._,.,,.,i i, ; c• SPEC. 203, NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/812 & 1" METERS) NTS FIG. W-6A SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU,YD. CUND. BEND L H T L H T 90 2.50 2,50 3.01 0.24 4" & 8" 45 2.00 2.25 2.60 0.15 2,00 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 111/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 Z66 2.66 2.77 0.26 221/2 1.68 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.68 1 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.&I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 8"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE - TYPICAL SEWER PIPE INSTALLATION_ IN TRENCH NTS FIG. S-3 V.. , -11--- 7 J PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS c AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 'v TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE o S` ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID z L Z N - - - � M.J. GATE VALVE WATER LINE 2500 P.S.I. CONCRETE B n 2'x 2' BEARING AREA. THRUST BLOCK q d C C 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE -TT I _ -_�, • , SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N,T.S. FIG. S-2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (270-) 2' TO 10' 18"-22" 7 CU. FT. VALVE BOX #68 STONE 42"MIN s",' 6" GATE ,.( VALVE TEE 2500 P.S.I. CONCRETE s BASE AND THRUST (e BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR EN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT G DIES 3. FINISHED INGRADEINSHAL).L SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 ANCHOR EXTENDS INTO SIDE OF DITCH DITCH LINE VARIES D.I. PIPE , 2500 PSI CONCRETE PLAN O Z - i D.I. P GRADE SPACING 20% TO 35% NOT OVER 36' 35% TO 50% NOT OVER 24' 50% OR GREATER NOT OVER 16' PROFILE �E E n �E •- m O M- '� i4 E w rn m x o � N E w 1Un1 ,- 00 0 9 5 J 90 Vy 0 va E I� i �a N 0 � Z EoW< o� o oX O r00 ^U' N poIn ran NW E EW u'pw u Nu o �� o oE �z o Ems. E E to d u n 0 N "0 M� E r'N11- c, E u E zo \m 0- tom O a a <_ _ 0 o of f of 5 E on ni0 LU in N10 N N Lt j O 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-1-D S(opF TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FIG. S-4 ANCHOR NO. 1 AT FIRST JOINT ABOVE MANHOLE. d z T FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0" MAX 2 -D" RUBBER COATED STEEL STEPS o CAST IN PLACE �- PRECAST REINFORCED CONCRETE ° SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN e a THE DROP CONNECTION SHALL BE Q o DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS ANDD COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING it 16" MAX STONE, 5' Q 12"MIN P12*MIN '° CE AINIMUM CROSS M.H.ATION ROM INLETTOVARIE Q OUTLET SHALL BE 0.20 FEET °° A FILLETED INVERT FOR A SMOOTH �j ,•" TRANSITION OF FLOW BETWEEN INLET 8c OULET PIPE SHALL BE PROVIDED. 12" � 0. C y '•.. sp 'a' �. ..D. 3/4 CIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S"-1-'C I7 Alblemad®CouMy SeMceAuth�rity Hydrant Flow Date of Report 4/18/2019 ""' : - Test Report L68 Spolnap Road Chanollesrtlle, VA 22911 (4MI9774511 'Location Broadway St Near Woolen Mills Date and Time of Test 4/18/2019 10:22:00 AM .- Minutes of Flow 2 ^ PipeeSize (Inches) 8 ]Pressure Hydrant 11450 ^ Static Pressure (psi) 112 0 o m „ Residual Pressure (psi) 90 r L_1 Q20 Looped Q20 Multiple Inline Hydrants) Cal Q20 Single Flow Sprinkler TeSt.S %(6 4ol ^ o Flow Hydrant #1 10426 Pitot Pressure '#1(psi) 74 JAL R Test Flow 1 72pZ Flow Hydrant #2 l Pitot Pressure;#2 (psi) Test Flow 2 D Flow Hydrant #3 Plto x@s§ttr #3 y J _ _ (psi) Test FIoEj o �? Total Estimated Flow (gpm) 1202 0 AWWA Q20 Calculation (gpm) 2604 (Value of zero in Q20 indicates insufficient-p essureEioP'fo%r dlculation) f Comments Flow hydrant was all the way open.. X = For method of calculating picot flow with a diffuser: see eq. 13, Walski and Lutes article 1990 Journal Management and Operations AW WA (AIL tests conducted using 2.5 discharge -outlet unless otherwise specifie ,) - Estimated Consumption (gal) �` 2404 = For use for water audit Signature of Tester: - n' _ 3g6, 372 ob ^o I Deadend ACSA not connected to City water wars J' 0421' T y Pressure A,' Hydrant o Ore A�RF 1145 r l 1,1 - 380 -- -36a ( v O36,9 -372-- " I La s Utilitial matures. lot lines, and all appurtenances indicated on this map are intended for general N layout and reference location only. This printout is not intended for arty other use than for preliminary planning al general fol pumoses. The utilities shi on this map are believed to be accurate. hpas n recent 414 improvements andlor system changes may have been updated since the W E time of this printout Any determination of topography or oonlours, or any depiction of physical improvements. property Imes or boundaries is for general information only and shall not be used for the u design, modification, or construction of improvements to real property m for9ood plain determination. S r Contact ACSA directly for specific utility locations. Aenal Imagery 0 CommdnrleiilM of Virginia 0 120 240 360 480 Planimetric Data Properly of County of Albemarle Feet ACSAStaffMMIDDl 1Service, Ownership Not In Service, ACSA Owned Not In Service, Private Ownershi In Service, Private Ownership. b In Service, ACSA Owned ti ACSA Fire Line tWSA Water Main ldil Type ® Potable Water , r ,. :'C N Service Aut�ty� rn o Z � 0 o GO GO o z o Q UU1 ZZ.7 U " � W x la U Z Z � � o O v O I� C1.Nr 0~�> iw Pa ���a�Z H �IxU>oDCa U i P4 LJ * WEW WS0 Z a�a � Z W 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTIN ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 3:1 (HORIZONTAL: VERTICAL) (SEE ACDSM 8.A.2.) 5. WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 0 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY ENGINEER, o 0 OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. F or:o i CO C1 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. n 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. o o 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). z GENERAL CONSTRUCTION NOTES FOR STREETS a (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) ; F F F F 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR w w w w w MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. Q o 0 0 0 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS U c> PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE a > > SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. o 0 0 0 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. C5 "' d 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 0 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT P' SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. E­­i 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS W Q PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND .4 a- THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. Q 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF Z E-I THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. W E­­i W 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR Z U) Q PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL a Q F TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. O _ 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION FI PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. a E-I �D E-- a F GENERAL CDD INSPECTION NOTES l E­­i 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT w -- E- REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN USBC. 0 w 2. ACCESSIBLE PARKING SPACES, ACCESSIBLE ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE ICC ANSI A117.1-09 a AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM SHEET NO. MANHOLE IN THE PUBLIC SEWER SYSTEM, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL Cellill"3 03 RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALK. SHEET 15 of 25 CL 6' 10 10' 2- ji / 1 too \ / / / \ \ 1 1 8 -7� 0 5' 17 SLOPE CG-2 0.5' 2" SM 9.SA 2% SLOPE CG 6 .'•� -/ 11\ ,1 \ `� 4� \ 1 \ \ _ / / \ \ ?, P -Tel �/ ' % /' %' /' / ; -'� r . x 'f \ _ \ _ \ \ \ n / \ \ p'' / - \ \ \ \ /' �1 I 1 11.» R s T " @� w n LD N ix -> + 1 FORD ROAD TYPICAL SECTION (10 + 00 11 75)I1 s: III III III -III -II' ° k�= /-- / - :' -/ - ,�- / 11 0 - ;, _' �� �� C-304 SCALE: NITS 8" VDOT #21-A 3" BM-25.OA /• i / =' � „\ / ,./� ; - / / / / ' � / � \ � � • Aggregate base material Compacted Subgrade , � ,11\ / � \�, , ,� /t11 / ' j //,'// : \ \\\\ 1 6 \� tin9 Industrial Q 1I t / / _ / ew 0 ,00 �c ,// / �is / 3/ a \ f4 \ / / ' y= \ \I - / ' � t 1 i 1 o \ x 18' �055 10' 8' 2' 0.5' I I , _- , v 5T"�sP�$ /'.' ',' .' i / l /' /' /' i B�pVpEyg26 '/ o c / /' /', I \ '� � \00 rn x 1% SLOPE CG-Z 2 SM 9.5A I I I / Pa'3�DB` : ' _ ,i',' /'�' '� / /' ,'/ ., f' ' \ t "� Jt ,�o /°p0 \ \ \ 1 ti d �" E-E ml LOPE CG 6�' iiln 66 / ' E Lam] III= -III - _ - - - - .. a.1.Y.•1r : , / " n ,',' / / / /' /'/' ' /' //' ',, y,1 \ \ \I \\\ 1 Z U W P] W W 8" VDOT 21-A 3" BM-25.OA -J I /','/, , i///// / /, 14 shalt 1 11 P P 1 d fx Z 0 ^4 U r , , ,',d //// / m parkln9 �1` 11 C] 99 9 material Compacted Subgrade / 1 e� .'/ ,• • /'/ ' //'/ -- / / nd stria\ ®® ,11 ,, 1 q U U 2 FORD ROAD TYPICAL SECTION (11+75 -> 12+25) \ c cY, , /,/ / / , /,i' / /' //,/,- / s16A'� Existin9 402.45 1 \ , C-304 SCALE: NITS Ex. / / it / j /' '/'''/ /' /','r' \ , ,' r `\ �> F+ y \11 \ `\\ ; ; _ 1 I I / / 1 � 1\ \\ \\ \\ � \\ \\ \ \ \ \\ \\ \ \ \1 1 1\ \\\\ rooi Y .•'•I. p. \ \ NCILo \ / 11 \ . ` \ \ \ \ \ \ X� \ \ \\ , I \\ )5 I ; � � r / 1%6NN>. �� ' ; - 'i `\ Ill `\ I�-� O 18' �065, 10' 10' 16' 2' 6' \�► _ \\ �II Indu �a o 1% SLOPE yI CG-2 2" SM 9.5A \ \ \ \ \ \\\\ I 1 1 a { \ \ \ yX,q \ KIT ®/ 40� Ex ®1 Icy 1 Existin9 huildin9 CL t �r O O U n u gCu�u�u�u�u�u�m .... ... .. .... ......... _. .. ... 2% SLOPE CG-6 19 SLOPE \ o f\ \ \ \ \ - \ \\ \ \ - m '1 \ `\\\ \ \\ `\� \ ysY. 2. `\ \ P \\ \ \\ \\ \ \\ \ \\ \\\ \ \ \`\ `�\\ \ \ I , \\\ \ \ \ \ \ \ \ \ f �\ -- ` Z rn c\z W O ,rr h W U �II�II�II ���III�III-III-III E E E ^' r•� _ II II II-E I II -III -III -III -III II -III I II -I _ _ / \ \ '1 \ \ \' \ \ V9, ,,, ' a _ I -IN -I U 8" VDOT #21-A 3" BM-25.OA \ _,- x Aggregate base material Compacted Subgrade \ ___-_ 1 \ \ \ � •� gyp\ \ \ \ \ \ \ \ \ \ . \\ \ _ - - _--,fir- w ,\ __ __--- iP E Z q 3 FORD ROAD TYPICAL SECTION (13+15 -> 14+50)94 �';. ',1, \ \ • \ \ `\ ,� \ \ __ -__ _ - \ � x C-304 SCALE: NITS __ ------------ CIL 2" SM 9.5A CG-2 '„ \\ \\ \ 386 1% SLOPE I 2% SLOPE ,: /------- \ 1 , 1 1 \ \ \ \ �' 4 FORD ROAD TYPICAL SECTION (15+50 -> 19+30) h.\ /--- - - - - - - - - -- C-304 SCALE: NITS II IIIIIIIIIII __� - \ \ \ \ \\ ♦ �` \ - / /'/ '' // '' / - '- a - ° '�\ I \ \ \ \ -, - ' 8" VDOT #21-A 3" BM-25.OA 1 \ \ \ ♦ \ , \ D :: a::' / / /' /' / - i - - - ` \,, \ �, \ \\ \ \ `♦ >:\:�_ � ,,/- -- - ...,y / Aggregate base Compacted Subgrade material P 9 .'w \ \ \ 1r \ / ,�,�-- / '. a `' a. -- // \ . _ - -- 2- r/ /' //'' \\ \ \\ \ \\ \\ ': \-�/'-1 3gO \`�06 �yy9.90 la 1�- a9_ - CL /' ;,i // \ \ \ \ \ \ \\ \\\ \ . /' // / /' /�/ /' ,'/ -mo \\_ - yIF `\ ---- `.3�2'\ - _.:• . 0.5' 2" SM 9.5A CG-2 ,' t'•� \ \ \ \ ---' 1 ' / _-----\\ \ \\\ --- ----- - --_ -_- - _--- -1- • _ �__-- _ _--'- 5 FORD ROAD TYPICAL SECTION (19+30 -> 21+30) 2% SLOPE :. ) ' ' 1\ \\ \\ \ \\ .\ �\ - __---' / ,' - _ \ \/ ?'� C-304 SCALE: NITS *.' /' ,1 \ -- \ \ \ \-- w /' • .vim'. _ :. .. co .. -- - -- -_ _ __ _ -- -- - _ , 8" VDOT #21-A 3 BM-25.OA N. \ \ g ro>� / / / o / / - o Aggregate base \ \ \ \ -/a o - \ \ \ ,' / '� \ U a \ --- material Compacted Subgrade /' _-\ \ \ _ -\ \ \ \ _ / / / /'�� ,_--- :a ,% \ \ \ -\ \ ` `\ `\ `_ - / // / / / / I IN 3A�------- - � \ iw � ` .: \ \ \\ `�. - � �'°� ✓�• ' / 1 12' 12' 0.5' / ll \ -- --- -----� \ `\ \\ ` -- --IN\370 ---'' _ .. _ - _ - -_ - 'l✓ ---- 0.5' 2,r SM 9.5A /w. 11,r \\ \\ --\`: \\ \\\\ \\`\\. -. `\'�' -- / Ta /a - - -- __ __ - P FB ;/1 \\ \\\\ / - - - --- - - ----- 2% SLOPE CG-2 / -\ `\`\ `. - -`\\\ ----- --' _- _ /. / ,• ®/ - -- - - :1 --------- - - - / 1, - A6-s0,� \`� " --------- 6 FORD ROAD TYPICAL SECTION (21+30 -> 25+04) - awll�--III--wal u- ° //'�' ; i'-/ , / - \\ \\ \\ \ \ �` - - �'.. _ - _ -- -------c,+---- -\ \ - - -- -----------__---- C-304 SCALE: NITS 8" VDOT #21-A 3" BM-25.OA v - \ - _- - - - \_______ Aggregate base Compacted Subgrade ,a \- \ \ - ---- _ _ / >5 ` \\ \\ \\ \\\ X-- _ ---- - \ \`\\ \` \ \\ _____-- \ _ -------------------/ material /' / Y' ---- - > - -- -- -- L 1 14' 12 2' -/\/ + '' / / / i' /' / , �\ V -- --- \ ,> \\ __ ram_ ------------- v// j / �' - \ /aa� _/�'� _-'-�I `---------------' rip - -----------ice-�---_-------- 7101 VA - SRO\ \-\ - --_-- ---___ \ %i/'� 0.5'AX 0.5' 2 SM9.5Aso-a ', _ N ` `----------------' 5's•> -------\ --- _ -------- 2% SLOPE ,,,. -. CG-3 2% SLOPE CG-2 - 2% SLOPE CG 6 1 -//; /'/ -= - '-- ------------------ � s�iilse c wv � ,. `T�rr -- - - - -'- � � - - _ ---- --_ \\\ \--- \ -'--.j %!%i/s /__ // - Sto Si9n1 ./ - -_ \- _-_ --_- -l/' /- /� �✓ __--- - ------------------- \dYB� ---- `\ \-- -- \ ✓///////�/ \ _ -_-_ UM_- _ ---- ---- ---- - _,T 95I, -- -- -----' - ' / -- ---- _-- vf- ____- - - - - O \ - ___/ 8 VDOT 21-A 3 BM-25.OA # // �� ---------------- _- _ __ EX 1 E --___ - _- _ --1 N NN _� _ -- _------ - - __- /+� ------100-R EMR Flootlplam -- •icy%--'S�c�t-1�-H- - \ / \ 7 BELLE MONTE AVE TYPICAL SECTION (10+00 -> 10+75) A re ate base Aggregate Compacted Subgrade / // i oq sxm \ NM M E - - - - - - - -- - -- -- -_----------- - --------------- / C-304 SCALE: NTS material / ___ _ _- __ ------- // w ° - - - / g N/'-__________ - /'--- - _------'- �y ---- / CKI WI rif RI^'"3a310.36 . - - - - VARIABLK WfDTH l ___-_____________ Inv. 1n s310.26 - '� / a c u. - -- xtBatc accKss�s�yK 2 M\ __________________ - - InV ---___________ \ ' - - - _ - _ - - - - _ _ ___ ___-____-__ ______i _�y�%-x-x-%-%-%-x-%-x-1F/„- ' •N 37 CIaY (RWSIr) L Q�•''r Vl / p, •Y- lF-IF-X--/'--lF-%}' / / U / w LINK _----_ //. ' 12' 12' 0.5' / j � FEN FAIN /' o --- L ----, ------ NV.319. \` `- 0.5 n 2 SM 9 5A ---------- 3n 090 /M I 1 � - - - --- =III=III=III=III=III=III=III=1J .z; 2% SLOPE CG 2 I li 1 y'1 11 // ^` ow• L, I � 111\\ / I/\/ f1 _ T �3, 4.� / - �// /'•\ \` \ / \ \\\ II-lil_lil_u__I__I111u11_I=w=w=w=w=ul-ul�lal W=n W=m=m=ul- \ f / / I I \ I I / ..n_MM'_,. W [\i [\i C\t [\i 8" VDOT #21-A 3" BM-25.OA p � o CO g BELLE MONTE AVE TYPICAL SECTION 10+75 -> ( 19+33 ) Aggregate base 11 ROAD PLAN °�P 40' 0 40' 80' 120' A o o C-304 SCALE: NITS material Compacted Subgrade C-304 SCALE: 1"=40' o Aio °° 7P SCALE: 1"=40' l Y / �Fl F,e\c 0 \60 /' m// ��P ` Pew a A &weSmi-imla' O O O O i . i .. L.,. r FFE• i fp O O O O CV C] t �Fl .... FAA, # Wl IR>•>S@ �j 11q,169�3F3F ^ FSN-i g �� FOS -` 14 E .t'• S t E VWIt � 3rf/. g6 � � � W /F'-�I IL�J 470 SF/FL atw sl SFIK nib�,-fi1-'at ✓ ..•„i:' ,, .."',,, � 11 �' u _,.. �" /" W E- zI U1 a U r✓ 1 3r116. �w6�� :3>5D 1 ... Y. IMP E� - ' : ' :.. a • .. ae'' �. ,• ..... .. a �� ''1 t 1 • "2 ': `, •' • _ _:p`(� y'p�A°. �.� 'K nn cc1-•"" 'll '',1 1. - ,3Y976o,`. ® '. i' 1 S g ram-- '-'r`/1. � 18-62-hlasloleSsrAitic 19-BP-hlesixlesmrrnlfi '✓ '�Dg�� 'M IFE'JT.00 (p139 ', �..,�� ',�.g@ >' r., E" W ,E-, ✓ I `v j I�-I E E �I vs%vY .Lme� �� © � '1 1 12 O G o i/1 w O � �.319•p0 ✓�`� � e„�o�6 g fx x SHEET NO. r xa00 1 22.009 g TRUCK ROUTING DETAIL A 10 TRUCK ROUTING DETAIL B 11 TRUCK ROUTING DETAIL C C-304 C-304 SCALE: 1 "=40' C-304 SCALE: 1 "=40' C-304 SCALE: 1 "=40' FT SHEET 16 of 25 415 415\\��� \1A =40,1nAn- \ 395.36 - 410 K-5.93 LEN_f 0.00 410 ;4 VPI L_ ' a _LEE \ 4K P TE 405 o ^---- 55 405LJ o 400 -- ° Ir 400 - a W J 395 " ~ "' 395 0 -NISI 'ED GRADE 1-1 o x o 390 390 00 a 385 385 z ca rn w w o 380 '' 380 z � W 1z) U 375 375 370 370 Z - Z LEN_100.00 Z 365 = _ 365 a VFI ILL ^, o LEN_- a�o O 360VpI _ o ^ 360 � C STIA= ^ - ----- -- 1 N a Ew o � II 355 - °o ,' 355 w CQ _ M ���a J N\ co z = H U / 350 -77 350 �Awr w F U WEM z * 345 345 Cy ¢ Z a ^ J 340 340 O U ° W W WI i fp F 335 - 335 a 330 330 W 325 325 U) U) �pi 320 FT 320 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+75 1 FORD'S ROAD PROFILE -30 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 420 415 410 405 400 395 390 385 380 375 370 365 360 9+75 2 -30 420 415 410 400 395 390 385 380 375 370 365 360 420 415 410 405 400 395 390 385 380 375 370 -0+25 3 -30 HORIZONTAL VERTICAL 420 415 410 405 400 395 390 385 380 375 370 LEN _ VP1 F1=3F 4 10405 ' EL= NLEN 50. 30\ _ / _ ---- -' °D _- = gn _ 386.3 J W O vvi= N vri ELL= a - - a ID STA 51 = = o _\ _ ° N r - \ - - 31.39 O O 'I - 20 -A II O H N N M M UDIN a0 ^ ° - ^ ^ J J __ H MAL ` ° - - - \ / ------- 10+00 BELLE MONTE AVE 11+00 PROFILE 12+00 13+00 14+00 15+00 16+00 Road Low Point 17+00 18+00 19+00 19+50 0+00 NEW ENTRANCE PROFILE 1+00 2+00 2+25 HORIZONTAL VERTICAL SCALE: 1" = 40' SCALE: 1" = 10' SCALE: 1" = 40' SCALE: 1" = 10' _ lcu,or �- as -- _\ �\_ ___________ ________ _Ent ce ___ — — — —_= ---__-- `\______________ ________ 9. \, Q•A\ \ i \ _ --- \\—_/ 380 \ \ \ \\ \\ — \ — \ \ \ ' OO' \ lO vehicul \ Entrance � \� — — — ------------- 37 tdF5'38'47 _ l \ \---------------� \ ________ --- -__ - —.. 34k� \ yl \ \\ \\ \\ — — ;./ @----- rYrv, \\ \\ \ \-_ \\\--------- ----- — — — — — — - 4 SIGHT DISTANCE FOR BELLE MONTE AVE 30' 0 30' 60' 9o, -30 SCALE: 1" = 40' SCALE: 1"=30' 11 \ \ I \\ I -'--' _ _ s DESIGN SPEED 20 MPH b'9°�i a —�° TRIP GENERATIONNOTES '.. I I 1 I 1 \\ I \ //�//� 1_-__=_---_- �j9°• \ \\ g TOTAL BUILDING AREA = 145,545 GSF I _____ _ I FOR WAREHOUSE USE (ITE USE CODE 150), AVERAGE TRIPS PER DAY = 4.96 VPD PER 1,000 GSF EFT �c)( ,"---' ---� THERE ARE THREE SEPARATE ACCESS POINTS TO SERVE THIS �� 1 /' sT 0 -'" ,,' �� -. PROPERTY. \BFOJtW^ 1irtF�S�GN�"-'" '��/ - /3 1. BELLE MONTE AVENUE (HIGH ROAD) = 331 VPD < 500 VPD ptta �� o' Z " i'/- e CG-11 JUSTIFICATION -2% TO 6% s '"'"=/-/- , ° ° ,_ _.---- 2. FORD ROAD (LOW ROAD) = 331 VPD < 500 VPD i'I III I� \\ I/ \ \ ep "__— /T/% ��� �� _/—_ —i_/ a a ai Illy \ - / /- \ \ ,-' P TeL/ /��<— / _/—_/-- --'— '' $ /�-4- 3. ACCESS EASEMENT = 59 VPD I' III / _ _ \ i ,-' / / / / / / / / / / 6• _- _ -' -- -- .i' _—,,,� \-- _ _ —' PIER P I "` Q ,-'' / / � // / / / / / / / .J—h•h� I S-'"" BROADACE-g7b =k // ;r. Ex _• / Industrial Building Existing 7.720 40z.45 I c�i \ \6 1 \ I 1 \\ \I 1 I 1 1 1 1 I \� \ \ I'll 1 1 113 aka\\ \ \ \ I 1 \ 1 1 1 1 \ \ \ I \ -- 5 SIGHT DISTANCE FOR BROADWAY ST -30 SCALE: 1" = 40' w O Pi O Pi O Cat cv Pi cv zo a U U rn w Q E, E z w E-F E, E z w E-E E, F z w E, E z w E-E kT I D O Ea a Zaa E- E a U �_ x aj Ea_T� F p-.I E Q x SHEET N0. C-305 SHEET 17 of 25 II ' I ---------- ---------- aCC-2 2 yr Triangular Highlighted Side Slopes (z:1) = 2.00 2.00 Depth (n) = 0.44 Total Depth In) = 1.00 Q (cis) = 2.030 Am (sqn) = 0.39 InertElev(R) =325.80 Velocty lft/s) =5.24 Slope I%) = 1.90 Wetted Perm a) = 1.97 N-Value = 0.013 Ci t Depth, Yc (R) = 0.58 Top Width(ft) = 1.78 Calculations EGL(n) = 0.87 Compute by. Known Q Known Q (CII = 2.03 ---------- ---------- ---------- ---------- ---------- 11 .1 I: ---------- aCC-2 10 yr Triangular Side Slopes (z:1) Total Depth IS) Invert Elev(it) Slope (%) III Calculations Compute by. Known Q Ids) Elev (R) = 2.00 2.00 = 1.00 =325.80 = 1.90 = 0.013 Known 0 = 2.90 Highllghbd Depth (n) = 0,50 Q lots) = 2.900 Ama (SORT = 0.50 Velocity QUe) =5.80 Wetted Pent (it) = 2.24 Cut Depth, Yc IN) = 0.67 Top Width IN) = 2.00 EGL rt) = 1.02 Section Depth (f) ram 1 20 IIew D rN 92800 III 82a 0 L.30 926A0 0.80 a .5 1 1.5 2 2.5 3 3z 4 4.s 5 STORM WATER CONVEYANCE CHANNEL DETAIL 1-3y SCALE: NITS CG-3 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. O n 2 R n 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF °• PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE fl '� SURFACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. G , • ; 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3- (13- r DEPTH) OR INCREASED AS MUCH AS 3- (19- DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A BASE DECREASE OR AN INCREASE IN DEPTH. D•e ! Dsp ! 5. CG-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-7 AS SHOWN IN APPENDIX A OF THE s VDOT ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN O. D n ^ STANDARDS. 6. MEN THIS STANDMD IS TO BE TIED INTO EMSRNG BARRIER SUBBASE CURB, THE TRANSITION IS TO MADE WITHIN 10' OR THE CHANGE IN STANDARDS CM BEE MADE AT REGULAR OPENINGS. XVDOT SPECIFICATION STANDARD 411 CURB EICATION RENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 201.02 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, L� P51 PRECAST 3. COMBINATIOO N CURB &GUTTER HAVING A RADIUS OM COMBINATION OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB &GUTTER. 4. FOR USE WITH STABIUZED OPEN -GRADED .d DRAINAGE LAYER, THE BOTTOM OF THE CURB & Y:Y GUTTER SHALL BE CONSTRUCTED PARALLEL TO s THE SLOPE OF SUBBASE COURSES AND TO THE ° DEPTH OF THE PAVEMENT. ° -'4C 'd F 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN a SPEED AS SHOWN IN APPENDIX A OF THE ROAD da' 2' AL DESIGN MANUIN THE SECTION ON GS URBAN 4 . n d'' < STANDARDS. THE BOTTOM O THE CURB AND WITHER MAY 6- 2'-O' BE CONSTRUCTED PARAIIEL TO THE SLOPE OF SUBBASE COURSES PROMDED A MINIMUM DEPTH OF Y IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTON OF THE CONTRACTOR SPECIFICATION\TMYT REFERENCE COMBINATION 6'' CURB AND GUTTER F ROAD AND BRIDGE STANDARDS 105 REVISION DATE ISHIT 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 CG-2 4" NOTES: z'R 2" RADIUS 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. A . D. D. 2. CONCRETE TO BE CLASS A3 IF CAST IN ;o - p, PLACE. 4000 PSI IF PRECAST. ��' 3. CURB HAVING A RADIUS OF 300 FEET OR p. p.' s D.Q.D. SURFACE 1E55 (ALONG FACE OF CURB ) WILL BE PAID R AS RADIAL CURB. FO a D.�T D,�TD SURFACE - T l ro e' D•e D.� D, 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3' (15' DEPTH) OR e e.'-A-, ''D.e D•eTD. • INCREASED AS MUCH AS 3- (21- DEPTH) P IN ORDER THAT THE BOTTOM OF CURB D.�T D.�TA • 'ALL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT' •A.' ;A.' BARE SUBBASE SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18' AS SHOWN. NO .'A' . A' . 6 ADJUSTMENT IN THE PRICE BID IS TO BE p� : p: p MADE FOR A DECREASE OR AN INCREASE 12" IN DEPTH. A A'. SUBBASE 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 6 ACCEPTABLE ALTERNATIVE AS SHOWN IN APPENDIX A OF THE WOT IF CURB IS EXTRUDED ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS SPECIFICATION vtxlr REFERENCE STANDARD 6 CURB �IRIDGE ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 NOTE ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON HANDY SITES. OR WHERE TAMPERING MAY OGCUft. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED. RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEE NOT STAKE UNLEESSSS SPPEE CIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN. CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP K OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1.1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND FOOTBALL BASE FIRMLY LATH FOOT PRESSURE SO THAT FOOTBALL DOES NOT SHIFT 9 TREE PLANTING DETAIL -30 SCALE: NTS ROOT BALL C11 GAUGE GALVANIZED WIRE �- 3 2-x2" HARDWOOD STAKES GALVANIZED WARE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 62 HARDWOOD STAKE, 2'L" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-r MULCH LAYER TO EDGE OF DRIPUNEi KEEP 4b- AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2' HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE T SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1"COMPOST LAYER 4" X 19 PERFORATED CORRUGATED PLASTIC PIPE. CAP FLUSH WITH MULCH PLACE FOOTBALL ON UNEXCAVATED OR TAMPED SOIL 12" 8" DIA. 4= TYP RESERVED PARKING 18 ® , ,OTu 8„ T 6" ACCESSIBLE CORNER RADIUS 1'-10° IS 1.5" (TYP) PENALTY 14 R ' AWAYIDHE 4" WIDE WHITE 12 1100-15kFINE PAINTED LINES CONCRETE TIRE STOP, 4" WIDE WHITE PAINTED LINES NOT REQUIRED IF PARKING SPACED 2' ON CENTER SPACE IS 16' LONG. 4 WIDE WHITE 8' SEE 8' PAINTED LINES Min NOTE 1 Min HANDICAP ACCESSIBLE PARKING DETAIL -30 SCALE: NTS CG-12 NOTE; COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING4 HYDRAULIC CEMENT SIMWALK (DEPTH IN INCHES. AREA IN SQUARE 1MU51 GENERAL NOTES: CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHILL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM /N) SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNNG $UFALES. PRODUCES NOT LISTED SHALL DMETETECTABLE A RAMP 12n MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-@ DETECTABASOLE 48�1 MA% WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AD SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP A - FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REOURED BARS. ° THATT ADJOINING AMP FLOOR FLARECAST ED SDFSCAN BE CASES MUST T N PLACE PROVIDED FOR PLEL ACEMENT SO a OF Dn No PRECAST RAMP FLOOR. PRECAST CONCRETE SHILL BE CLASS A-4. TYPE A 5. REQUIRED BARS ME TO BE NO.5 X W PLACED I'CENTER TO CENTER ALONG BOTH SIDES OF TH RAP FLOOR. MD-MPTH OF RAP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER IY,". \1 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TD CURB RAPS ME INCLUDED N PAYMENT FOR CURB / CURB AND GUTTER. 5'AIW 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 12�1= BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 121 MA% AN ACCESSIBLE ROUTE WITHIN THE RIGHT ER WAY A HIGHWAY FACILITY CROSSES IS CURB REGARDLESS OF LOCATED WITHIN PEDESTRIAN SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST DIRECTED LOCATED WITHIN PEDER, RIM HOLD NOT' AB SHOWN ON ALMS OR M STOP LID BY THEXIS ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF AND DROPED LETS. ETC FACILITY THAT CM BE PROVIDE APPROACHED. ENTERED USED BY H. RAPS MAY BE RAGED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1 TIE CURB OPENED! IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12:1 MAX THAT THE SLOPE AT TIE CONNECTION DF THE CURB OPENING IS � 1P„ PERPENDICULAR TO THE CURS. 5'MN ** 9. TYPICAL CONCRETE SIDEWALK N T TACK. WHEN THE ENTRANCE RAD3LANNOT /1 TIRE STOP DETAIL TL ACCOMMODATE THE TURNING REQUIREMENTS COMA OF ANTICIPATED HEAVY TRUCK 4'MN '} 11^ r, i/i�i tit. TRUCK iREFER TO STANDARD CC-13 COMMERCIAL ENTRANCE (HEAVY EAT XKDGE , 2" HIGHER THAN TRUCK TRKFD) FOR CONCRETE DEPiN. EDGE OF PAVEMENT -3O SCALE: NTS 10. WHEN CURB RAPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, AT*7( ,SAME AS TOP a- CURB THE MINIMUM WIDTH SHALL BE WID TH THE E H OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS IDT O FOR TWO CROSSINGS (DIAGGI TYPE TYPE C A a' x a' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'X 9' LANDING CA AREA MAY INCLUDE THE GUTTER PIN. TRUNCATED DOME nl 12. ALL CASES WHERE CURB RAP$ INTERSECT A RADIAL SECTION OF g„-24" C-C `_JAI. CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE J WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD I O O O O O z THE BACK O RECOMMENDEDCUURBY THE MANUFACTURER TO MATCH 1- A 0 0 0 0 0 0 0 0 0 Varies y o0000 0000000-0 LMDa1G RAP + 6� 000000000000000 -{o Expansion Joi � O O O O O O O O O O O O O O O iY 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000 X- X F DIAMETER UIANI000 0 0000 O O 000 DETECTABLE C=G a AT BACK OF CURB I VARIABLE FULL WIDTH OF RAMP FLOOR I SEE NOTE 12. I I PAY LIMTS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL VDOT SREFICA FERENCEN ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE ROADj j j j j SHEET IW 5 REVISION DATE (GENERAL NOTES) 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 203AS GR-2, 2A 3E GR-2 GR-2A W-W POST SPACING) (3'-}/i' POST SPACING) MAX DYNAMICDEFLECTION - 3MAX DYNAMIC DEFLECTION - 2' NOTENOTES L LOCATIONS SHOWN ON PLANS PRE APPROXIMATE IT It ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AR DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. z 0 GR-2A METHOD PNONAG TESTED RAIL z OPTIONAL METHOD USING USING BACKITION A FOR DETAILS OF PAL ELEMENT RAIL SPLICE JOINT AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RNL ON BACK OF POST RNL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII z WHEN NESTED RAIL OR ADNTIONAL RNL IS PLACED ON BACK OF POST BETWEEN 5 FEET AND 150 FEET. FOR GR-2A THE POST SPACING WILL BE ALL GUARDRAIL POSTS SHALL BE SET PLUMB. P T SHALL 4.. NOT BE SET WITH A VARIATION OF MORE THAN 55 PER FOOT /e FROM VERTICAL. W-BEM, BLACKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RNL SHALL BE MAINTAINED AT A HEIGHT OF 27)' MIN - 28)'4' MAX AS MEASURED PER STANDARD GR-IS. ALL W-BEAM RAILS SHALL BE LAPPED N THE DIRECTION OF OP TRAVEL FOR THE FINISHED ROADWAY. THE THE OPTIMAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION LATION FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH LINE LS FLARE RATE FLARE RATE 70 9 30H 150 60 8 25:1 14H a 50 6.5' 21:1 1D1 a 40 5' 1611 8:1 W 4' 13M 70 W SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. e VPJKF A COPY aF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE ROAD AND BRIDGE sTANONDs SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 501.04 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 6' 6" Concrete Tire Stop ,r 1 Ir I�II 1,II}�, 1 1 1 f I l^ 1 'i 1 r `r r 4 4 ✓Y 48" Max J� 49 � •sx , t�: TI / I i! A SCREENING FENCE 3 DUMPSTER PAD DETAIL -30 SCALE: NTS top Q Q S Z � z Q = X I 3000 psi Concrete with welded wire fabric Depth = 4 inches Finished Grade TREE PROTECTION/SAFETY FENCE Depthacte4 nD0es21A STD. & SPEC. 3.01 VA EROSION AND SEDIMENT CONTROL HANDBOOK (1992) CONCRETE SIDEWALK DETAIL �C-30W SCALE: NITS \POLYETHYLENE FABRIC 6' MAX. (ATTACH TO POSTS WMWINWITH METAL TIE WIRES.) . CONVENTIONAL METAL (T) OR (U) POSTS 6 TREE PROTECTION FENCING -30 SCALE: NITS County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp HI-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: Trees to be saved; Limits of clearing (outside driplme of trees to be saved); Location and type ofprotective fencing; Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 2. MArkines: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. gulp ment O elation and Storage: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved 5. Soil Erosion and Stormwater Detention Devices: 5( Such devices shall not adversely affect trees to be saved. 6. Fires: Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: FS -Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencine: Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: 19 When the d level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail ed, groan P submitted for approval. 10. Tree walls: When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenchin and Tunnelin When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 1W Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE (DATE) (DATE) 6/1/06 Page 1 of 1 ]LOADING DOCK 7 LOADING DOCK SIGN DETAIL -30 SCALE: NITS 8 WEIR WALLS DETAIL -30 SCALE: NTS ELEVATION VIEW NTS P my _ 8' CHAIN LINK "- ` sop0 : 1\I I \�� /I r III n% FENCE r---- i :"3oad i i\li ®l / 1, / \ i i Y ixlX x X x 3g?? \\ I fI ii / ¢ . � C\2 \ / A O C\2 li xIX Ix x X x X (4D4` \ l` \\ I I IIxl I X X / / / / .O-I C\2 zlx lx x x x x x > \ \ I I < x \x xklx x \ DAD` / / l l'✓l // l l x x x x x \z\\ X x x x x x x x x i%x/�',�� x x �p \ \ l�l Ui / I -'\ _ -/i j // ` \\ \ Y( x\\x x\ X X'x / \ \ \ \ k / / E� \ \�� x x x x x x z x x / 1 I x x '/ / 11. /I 1 41 ___ _ x x x x x 1 B, NK / /'- x- ,,X- _ _x• _x- x \ �„ xi / x „ x/ X X ii U F F F F I I ( / I J/ , Y:-x_��k- x i x x x / x x 1 I }\ F.�N�E� __ / / max' -� x x x x x W x - \\ x/ x/t mx` x / / I / II U) W W W W l I\ r / I / 'h �z- xrx x x x x x x x x x \ x -}`.'✓ F 3 �x .g x x x 11\ I Q �% \ / \ „i x x x X x x -x $ -x x R- 1 X x 4 III x x / 7 t 1 x x x X X x x x z x x x x x x i' `\\ fix z x x z x x x x x 'x -` LA I O O O O x/X X X X x x X X x X X x X z X% X1x/x \ .� / m� x x ��\ I U U U U E \ /oR x x x x z X x X X x x x x\ x r, o R- _ xm �5, x x x \ \\ I / y 1 V x x x x x x/ X z x x x x x x x x x x x l/ / / 1x I x X x x x x x x x x x x x X x X x x\ x x I / I / x x />/ X x x x x x x x \ // R ` �` \` II x I& II \\� // z z z z 1 / PP X s^x X x x�11 x o ------� // / / / x A x�e x x x x x x x x x x x x x x x x x x x x X x x x x x x x I ' -- \ � / /X X x x x z x X x x x x x� k x x R/ �\ _ � �� x X I I� x \ \ x x x1 M x x x X z x x z x x x x x x x x x X x x x, x_� X x X X X X X x X X x x z z X X X X X x x x x x xix. x x_x z_1�Y1\X� x x/ z 11 x I I / _ O O O O x x x \X_yc_x z a x�.z�\ x•\ \ >i vt, x x 1/ // /X x x/ x x x x x x Ix X z x x z x x x X x x x x x X z �V, x x X x x x z x x X x x x x x x x z x x z x x x x x x z x x x x x\Y\ 1 \ U U U U _ / tP \ = x x X \I 1 III x x 1A x X X z x x xSA` IY x x� x�X. / x' x x z x x xix x x x x x X z x x z x xkx x x 1 I 'f Ix X x x x x x x x x x x x x X z x x x x x x x x x z X x X x x x x x x x x x _ 1 x x x x) x x x x z X x X x�,X\ � \ x X z x x x x z /X / x x k x X x x X x � x x x x x x x x z z x x x x x x x x x x x z z x X x x x x x x-iP X x x d x X x x x x x x x/x�� (\,! 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VARIABLE WIDTH INGRESS, EGRESS, CONSTRUCTION & \\ UTILITY EASEMENT DB 4797-416 \\ TMP 77-40M H5, LLC \ \ DB 5033-635 ZONE: LI o USE: DIST. WAREHOUSE \ \ \ \ P �e TMP 77-40B sNTAL ECOTECH, LLC DB 5256-213 14.0617 ACRES ZONE: LI USE: VACANT VARIABLE WIDTH PRIVATE & ACSA ACCESS EASEMENT DB 5198 PG 30 A PORTION TO BE VACATED / EX. VARIABLE WIDTH PRIVATE SIGHT \ \ \ \ \ \ \ TMP 77-40N \ TREM COMMERCIAL RENTALS, LLC \DB 2893-653 DB 907-684, PLAT ZONE: LI \ USE: STORAGE WAREHOUSE y 50 T'o AT �gIT �7 `J A�ZIAA�T 76a35 pLA AC NIA \ r TMP 77-40A RIVANNA WATER \ SEWER AUTHORT DB 565-288 \ DB 331-554, PL, ZONE: LI USE: VACANT \ TMP 77-38B RIVANNA WATER & \ SEWER AUTHORITY DB 768-277 DB 616 135, PLAT ZONE: LI USE: VACANT \ \ DISTANCE EASEMENT it DB 4935 PG 90 / i IS ISv IF _ — 7 .—.._ —. E 1 d i 1 sess� csse�� EX. 20' PRIVATETMP ' 77-40 MAINTENANCE ACCESS sessl MARTUC LLC EASEMENT , D. B. 3847, Pg. 332 DB 4935 PG 90 ZONE: LI HEREBY VACATED c sec, USE: DIST. WAREHOUSE I I � I ACCESS EASEMENTS TO BE VACATED SCALE: 1" = 50' 50' 0 50' A/ 0 � oP 1 1 I I TMP 77-4OC2 I JACKRABBIT PARTNERS LLC. DB 3155-18 I ZONE: LI USE: DRY CLEANERS /AEC309 r�6 AEC308 / \ \ \ \ \ \ \ \ CD_ z `\ x �o H H Tn \ n a 'HARLOTTESVILLE TMP 56-87.1 BOLTON, CONSTANCE TRUST & SHIRLEY BOLTON I WB 2013-163 I I I AE326 AE311J AEC305 Bg00 4� ro g / --- / —AE315 / \ EX. VARIABLE WIDTH INGRESS, \ EGRESS, CONSTRUCTION & UTILITY EASEMENT o DB 4797-416 M \ w \ Q TMP 77-40M PE3�l H5, LLC \ \ DB 5033-635 ZONE: LI USE: DIST. WAREHOUSE \ \ AEC318 � P�32g AE329 \ \ FOB os \ \ TMP 77-40B �01n Ap ELEMENTAL ECOTECH, LLC DB 5256-213 14.0617 ACRES ZONE: LI USE: VACANT EX. VARIABLE WIDTH PRIVATE &ACSA ACCESS EASEMENT DB 5515-392 \ \ \ \ \ \ \ TMP 77-40N TREM COMMERCIAL RENTALS, \ LLC DB 2893-653 DB 907-684, PLAT \ ZONE: LI USE: STORAGE WAREHOUSE 16836 YLA g �B 6160� AEC320 4AEC,32, / AE331 mr N TMP 77-40A AE325 p315 N E A RIVANNA WATER PE BELL Q \ SEWER AUTHORI (PRIVATE) DB 565-288 AE30B AE307 AE306 AE310 P�324 PEc3p3 Doti . \ DB 34PL. ZONE: LI 3j �FC AE304 USE: VACANT � \ Q' \ P�3p9 AE303 AE305 \ AE302 A AE301 TMP 77-38B \\ F C304 D RIVANNA WATER & � 0 A o R 3 S C D E F 0 R EX. VARIABLE WIDTH F TE 9 SEWER AUTHORITY PRIVATE & ACSA (pRIVA ) AE31 DB 768-277 �. ACCESS EASEMENT 9'T AE320 DB 616-135, PLAT \ DB 5198 PG 30 LIAr, NErl 4 VACANT ZONE: LI AEC313 I : \ / AE322 USE �: C I / EX. VARIABLE WIDTH Co. PRIVATE & ACSA I N ry / ACCESS EASEMENT I \\ / %^ DB 5515-392 IS EX. /Air/; 'c WIDTH PRIVA' BHT DISTANCE EASEMENT IF DB 4035 PG 90 IS - _ - is 1 _ IF _ _.._.._........ I I I TMP 77-40 i MARTUC LLC D.B. 3847, Pg. 332 ZONE: LI iUSE: DIST. WAREHOUSE I I loo' 150' 1 % 2-� RECORDED AND NEW ACCESS EASEMENTS SCALE: 1" = 50' rn co o cvo 0 cv ti x d F z 6 w w w W o q m a q z Q x U z U z Sao Co F N C\2 � 5C\oo 0 M -C4 w >CQM R' W Uacoz >��4q �D M TT kk �J WE"W ZWoou axa � Z W �.7 0 E-E UE--E E--E F E— L) U U U > � � � z z z z z z z z C) => C) 0 0 0 0 U U U U z � I C\2 co O w w�D S o O('I`/� W I O Oil E E o � w x x w � SHEET NO. 0 50' 100150 / _ / O I SCALE: 1 SCALE: 1 SHEET 20 of 25 — - 1 \ II TMP 77-4OC2 I JACKRABBIT 'ARTNERS LLC. DB 3155-18 I ZONE: LI DRY CLEANERS LOTTESVILLE P 56-87.1 BOLTON, )NSTANCE RUST & iHIRLEY BOLTON I 2013-163 I I I i I I I I I I 1 I I I I 1 I I I I I I I I I I I I I _ I I I S - i TMP 77-40M H5, LLC \�.\ DB 5033-635 ZONE: LI o USE: DIST. WAREHOUSE \ \\ EX. 20' PRIVATE STORM \ �\ SEWER EASEMENT DB 4935-90 \\ TMP 77-40B \ EMENTAL ECOTECH, LLC DB 5256-213 14.0617 ACRES ZONE: LI USE: VACANT EX. 20' PUBLIC DRAINAGE EASEMENT\ DB 5198 PG 30 A PORTION HEREBY VACATED 7Z/7/ 20' ACSA SANITARY SEWER EASEMENT DB 5198-30 / A PORTION TO BE RELOCATED / / 20' ACSA WATER EASEMENT` DB 5198-30 _ A PORTION TO BE RELOCATED EX. 20' PUBLIC DRAINAGE EASEMENT DB 5198-30 DB 5177-1✓ �. 20' ACSA WATER EASEMENT DB 5198-30 1 IF - _ _ ._.._... IEX. 30' RWSA SANITARY SEWER I EASEMENT / TMP 77-40 DB 342-197 MARTUC LLC I D. B. 3847, Pg. 332 ZONE: LI / iUSE: DIST. WAREHOUSE / EX. 20' PUBLIC DRAINAGE EASEMENT DB 5198 PG 30 "I EX. 20' ACSA SANITARY SEWER EASEMENT DB 5210-304 \ \ \ \ \ \ TMP 77-40N \ TREM COMMERCIAL RENTALS, LLC \DB 2893-653 DB 907-684, PLAT ZONE: LI \ ,' USE: STORAGE WAREHOUSE y " TMP 77-40A RIVANNA WATER \ SEWER AUTHORT DB 565-288 \ DB 331-554, PL, ZONE: LI USE: VACANT \ \ TMP 77-38B RIVANNA WATER & \ SEWER AUTHORITY DB 768-277 DB 616-135, PLAT ZONE: LI USE: VACANT \ \ \ \ EX. 30' RWSA / EX. 20' PRIVATE SANITARY SEWER STORM SEWER EASEMENT EASEMENT DB 342-197 DB 4935 PG 90 / A PORTION HEREBY VACATED �fn 0 I / EX. VARIABLE WIDTH SWIM FACILITY EASEMENT j DB 4935 PG 90 HEREBY VACATED / I EX 30' RWSA SANITARY SEWER EASEMENT ; EX. 20' DRAINAGE DB 1091-340 % EASEMENT DB 526-576 (CITY) �..._ DB 1051-235 % / EX. 20 DRAINAGE EASEMENT DB 3594-664 / / / / / / / / / / / / / 1 1 I I TMP 77-4OC2 I JACKRABBIT PARTNERS LLC. DB 3155-18 I ZONE: LI USE: DRY CLEANERS Y / ' EX. RWSA WATER \� EASEMENT v \ \ \ \ \ \ \ TMP 77-40N TREM COMMERCIAL RENTALS, \ LLC DB 2893-653 DB 4673-132 UE142 uE144 ZONE: LI DB 907-684, PLAT /`� EX. RWSA WATER uE140�Ei - G USE: DIST. WAREHOUSE \ ZONE: LI EASEMENT G \�S USE. STORAGE WAREHOUSE DB 5177-1 E1�9 F, :. \ \ \ \ \ \ \ `\ x H \ n a 'HARLOTTESVILLE TMP 56-87.1 BOLTON, CONSTANCE TRUST & SHIRLEY BOLTON I WB 2013-163 I I I IS \ S39°45'34"E 24.79' Bg0 1 6�6 3 / \ \ \ \ \ \ TMP 77-40M H5, LLC \ DB 5033-635 UE132 t: \ / < / � h57 j ° l03» EX. 20' ACSA -- \\ �g8 S 7 zko °% WATER EASEMENT �, / " ��p� vlT OBIT oo/o TMP 77-40B DB 415 06\��Y1 $�2 pLA �oO ELEMENTAL ECOTECH, LLC \ �. 1� A� AB �6�g5' LI I Oo0 0 DB 5256-2>3 uE130 �. g 61�011 AcA� 0 14.0617 ACRES U UE146 �S o ZONE: LI UEc >.-_.._. Co Ov� USE: VACANT UE1281pS 61 UE148 o o\ UE126 UEC104��. �. 0 0 UE127 UE124` O O� UE125 P0O� v�OO - w o� v O O O\ :'. ��o °a Ex. 20' ACSA 80 0 0 0 0 0 0 00 0 0000 0 0 ° o0 0 uE15o F TMP 77-40A 52 00 < SANITARY SEWER ro o o �0 0 0 °0 ° 0 °Q0 0 _° �� o--- 1°o '� �, RIVANNA WATER p°0 0\ EASEMENT b-U�TO O O b° 0 000000 Q 0 O-� -- � �\O ' .iw 1y33. "W \ SEWER AUTHORI \0 O DB 5515-415 OO 0 0 OO 0 p O� p O�_n �- UE172 �` po 1= N653 DB 565-288 'O ° �\ UVJ� o ° OQo 0 �y Ex. 20' ACSA �00 ^/ \ DB 331-554, PL. �o o �,�0 0 0 0 0�- CSA ^00 0 a ZONE: LI SANITARY SEWER 0 0 00 p O "-- EASEMENT T J�" /°a��.; UE153152 USE: VACANT 0 0 0 c��E17 DB 5515-415 0 000 Q� UE118 0 UE169Y_ 0::. o O 0 °pE?''.''. o UE113-O-�O° 4:P °t UE155 TMP 77-38B UE114 1E v t_ o� RIVANNA WATER & \ uE11 ©. °a. o g ° ° EA 63=� °- - -- SEWER AUTHORITY y ._. --- O O — UE157 F111 U o c?.........'" '..'.''. DB 768-277 UE110 U.. a;p:'.. UE161y'::.� UE159 UE158 \ _g _ DB 616-135, PLAT �s.E.:.�. UE160 ZONE: LI uE107 UE108 USE: VACANT 1 \UE106 /E�10g U�16� O 0162 7 EX. 20' ACSA '' O`\G SANITARY SEWER EX. RWSA WATER - `,O0 ° F'�EASEMENT \ EASEMENT toy ..:::.:.:.j 00(5, DB 5177-1 G` j��16� GF�� ° d uE186 — DB 5210-304 20' ACSA WATER EASEMENT e�p0 ova -o oa o ° °o O ° ° IS DB 5198-30 `\° °0 0 0 °0 0 07,°0 0 0'� --- 0 0 � q ° 0-O Oo f IF 0 ° ?'F78 S54°50'21166 "W IS S35°06'S9"E---" �F8 UoOb6 UE165 164.90��- \ ` UE103 -UE102 IF N44°35'13"W �-UE101 / 52.84'--" EX. 30' RWSA I SANITARY SEWER EX. 30' RWSA ,/ /' EASEMENT T -/ SANITARY SEWER DB 342-197 I EASEMENT TMP 77-40 DB 342-197 ' MARTUC LLC / l I D.B. 3847, Pg. 332 ZONE: LI / iUSE: DIST. WAREHOUSE I I I / / / / / EX 30' RWSA j SANITARY SEWER / EASEMENT ; DB 1091-340 / / // / / / / / rn 00 o C\2 0 o O z 6 6 0.l frA W o q m a z x q Q U Z U z Sao C\2o F N C\2 �c\2oo Z �> O �I w x R' W Nacz > "It �U��fx v W E- z W O O Z axa W 0 E-E a u z z z z W w w w w 0 0 0 0 U U U U F zz z z z z z C) => 0 0 0 0 U U U U z � I C\2 co ACSA & DRAINAGE EASEMENTS TO BE VACATED SCALE: 1" = 50' 50' 0 50' SCALE: 1 too' 150' 1 % 21 RECORDED AND NEW ACSA EASEMENTS SCALE: 1" = 50' SCALE: 1 SHEET NO. 0 50' 100' 150 C-402 SHEET 21 of 25 W20-7 / (5/W20-1 - CD - o,Q. / , ;;:,:, ...::; Lam:,. .. r aaei' - •L C c�Q)d7 � a v m m E a7 o N It \ +m:;tom wnY rsis , - v O 6 � � 60 .: C O w-1 FLAGMEN TO BE PROVIDED AS FLAGGER c�'S / \ `"""`' `"-" " y ` - 0 W z E- Q U W W as i k %\ .. :OOWAOTED SOaa ME NEEDED TO ENSURE SAFE STA11ON ,' / \ `j Q o z ¢ ra z x INGRESS/EGRESS FOR ,'9qi'' / •\ �\(q> ( q c? w CONSTRUCTION VEHICLES .' OP .' / `\ % \ g' . /4 _.. 1�. - � 1:,�e� r k"W r0 TX W sr ASE AW REf wain p::i4ww" ........ & t�a~Rw WW U to -.Oft re", rt M tw I?OSTR!0 MOO":1,xfQ4� .fly h y y \ \ 0, i\ `r ! ! 0 ars fi C RtY6 xsrcrf sa, a �r v4Gro ae .. a eY lsosuwE �\ -. `t+ .. YYAR #"4YLd.4 bti' CxYkYR i%i'EaAt* d e s Y�ggi AMMIT �J�...'A500 Tom. WeIF@ Od.TT Y' +'fit Y .. ffi3 i'Y1S:; O .. '+t,, "' OEwTt, 9 "YxatAfi.Aq:t d.+e hi 'SH 3c Om �\1\ `' Y... itYy'tb $�WOx nYii `YHE ' 'P+ AIDlY.' ?'4ti +NA A F+gY6MENT :&#dSf CQ Cq 0 .471 ,C4PT,�lE @1Ri,` �FRR� kr#? NpONE&0"WYIgY THE :64Y70'9t#td:L 04-.w 1 Oi'FA''OIE.A�PRtr+/M 0€' i EY €A.... / .. .. "S O 0 � i--i � 6 Gl O GY a� F@RAi..1 . i'X '' y ,Yyli Sidi. S7b 2E9" 9Et) EN&S1 pYkE:. '•�( THATpgL - 75 b OE - P&64. '1Rk}SCn irA9 # MILLING 2'a7" N .� W U w m \ / \ \ \ w — sToa \ r \ \ \ \/\ +�Au ASfyt &T PAVEMENT WIDENI eE yen \ S st �VyG ONAL a 6 a x \ W20-7 I \ // sT,c�1> 8i� 0, tftAFFC sx o U 1 WP-2 DETAIL_ a SP18 NOT TO SCALE w z \ / ! / `\ FLAGGER Cl / x \ , sr STATION \ .�� 25s0 Z�� % •� \ Vy Q 1z �� O z A FLAGMEN TO BE PROVIDED AS ' OF 39�0.0 \ 5,750SF NEEDED TO ENSURE SAFE W20-1 \ ! / ; >+� eF-3seo ( 11X0 SF) ! 0-4 r a� - -`�-� - �-„ �' OF -WA / INGRESS/EGRESS FOR \ CJ ,/ CONSTRUCTION VEHICLES / / / �. i\ "�'----- W a rn z 3. • .' , 8.., s. / \' / 5,500 SF 5 2-STORY (''� ✓ � ';' .:`:,:' Z (11.200 SF) rr j O, BF-372o �5 5;. ,. 11 / '`: O C7 w 0 9\ 2-STORRYY (11.400 SF) / 3.2W SF � 357.0 \ \ a 2-SM 2275 SF .\ 0F.355.G \ GENERAL NOTES ; r � w / 1. TEMPORARY LANE WIDTHS SHALL NOT BE LESS THAN 10 FEET. ° �- - _ - 2sSMRYW SF v ,7 ' \\ \ //��(,,. "' �` ¢ 2-STORY yy 9 / lr I !�r \ to �, $ \ 2_STgtY 42W SF Ff�375.0 .� - i \� ., .; .. ,.y 5100 --' .2. BROADWAY STREET AND MILLS CREEK LANE TO REMAIN OPEN THROUGHOUT THE \ wd (. BF�3620 �� \\ .±'� Z \ p\ H � O O O � � ENTIRETY OF THE PROJECT. l \\ eF-351.0 W a a 1 3. MEASURES SHALL BE TAKEN TO.ENSURE ADEQUATE SIGHT DISTANCES DURING \ �� 25'Rsj, ° ; D , „i',, --' 8 RATIONS. TRAFFIC CONTROL DEVICES, SIGNS, CONSTRUCTION CONSTRUCTION OPERATIONS. ` fir% Y. rr MATERIAL STORAGE OR ANY OTHER OBSTACLE WILL NOT BE ALLOWED \\\ 7W SF :.. '... EQUIPMENT, \ O `(j- `v 2-STORY . off. :Q 3.500 SF ?,',� :: .�' a. FF�353.0 2-STORY , \ TO INTERFERE WITH SIGHT DISTANCES AT ENTRANCES FOR THIS PROJECT. . � \ 9T, oG / R v �.,,,° (7200 \ ' ` ,ar — 4. EQUIPMENT AND/OR MATERIALS SHALL NOT BE STORED WITHIN THE ESTABLISHED' , - _ - _.i. !! LLI ,. `\ 2- \ 2200 SF / i _ _- - CLEAR ZONE OF EITHER LANES. \ "". ;: °:.. - FF-35ao \`\ O N Vol ti 5. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE 2011 EDITION, �u .":. REVISION 1 - JANUARY 1, 2015 VIRGINIA WORK AREA \ \\ �'• / �.; PROTECTION MANUAL. PAVEMENT 6. ALL CONFLICTING PAVEMENT MARKINGS AND RAISED SNOWPLOWABLE \\ FLAGGE /✓� � � MARKERS SHALL BE COVERED USING CONSTRUCTION PAVEMENT MARKING TYPE E 6. \� STATION 7. CONTRACTOR TO MAINTAIN TRAFFIC CONTROL IN PLACE DURING CONSTRUCTION \ / / SUBJECT TO FINAL REVIEW AND ADJUSTMENT AS NECESSARY BY VDOT. 8. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE TO BE INSTALLED IN ACCORDANCE STW 4� WITH MUTCD, LATEST EDITION. w20-7 '�� , `�o°w -' `Loe�ENPN�p / G20-2 �' -.0-4 C—I O i Fri z.i _ - MILLING 4' \ ,.:' - Z a Exist. Exist. -- FLAGGER c� 1t ► Variable Width Variable Width FLAGMEN TO BE PROVIDED AS STATION / / E' ►-i C/] I—i z Z Lane Lane NEEDED TO ENSURE SAFE \ i , FOR / ' Q o F GRADE BREAK SHALL OCCUR INGRESS/EGRESS AT THE EDGE OF THE CONSTRUCTION VEHICLES �\ \ / // �/ EXISTING THROUGH LANE. / a a_ z a U E- E- E- E- i' F o o 6 0 6 0 2% ` / Oi- z F F F SEE WP-2 DETAIL ABOVE ',; `., `' �-,. t;'.` i\ � / / o .-• 8" 21-A* 6" BM 21.OA* DOM. PROJECT NO:16.007 z Section to be in accordance with VDOT Standard�\� INDEX TITLE: COMPACTED WP-2 Detail and shall at least match the existing / pavement structure of Broadway and Mills Creek Lane .�'' SUBGRADE p Y 95% COMPACTED �� �` SP18 OO �� f� 2 TYPICAL CROSS SECTION DETAIL FOR MILLING OPERATIONS / 0 30 60 90 120 ��iq �" SHEET NO: 18 of 18 5�18 NOT TO SCALE T W a DATE: 5/08/17 APPROVED MAINTENANCE OF TRAFFIC PLAN o� FOR REFERENCE ONLY o � W a a. x cn SHEET NO. C-403 SHEET 22 of 25 395 390 385 380 375 370 365 360 355 350 9+ r i r ci(1 G-GR*DE____ _ mm 75 10+00 11+00 12+00 13+00 14+00 14 1 BROADWAY ST SIGHT DISTANCE PROFILE SP8 Horiz. Scale: 1"=W Vert. Scale: 1"=10" 359 ---- -___ _ _ - - ------ --- - - _ ADWA' STREW voor 5� - - --- ------ ----- -- - -- -- -- - -- -- -- i Cg_1 t fN C - - ----------- - Z r _ ``- ---------------- -- - AN E� ------------------------ ------------------------------------------------------------- r .._-__________-_.. / _________________________ _ yjr iir - _-_ _-.__.__ _ pS t c� -- - - - - - - ----- - --------------------- �--�--------_------ ems^ _ -- / ----- ----- '1 2l - •-----------------------------'------------- _--_--- ---_ -- We > !------------ ;-----394-----__ I �1 i V, \ c03 \�,a zr,n ohP 8" ACSA 2 ) BROADWAY ST SIGHT DISTANCE P SP8 Scale: 1"=30" 3 MOORES CREE', SP8 Horiz. Scale: 1"=30" Vert. Scale: 1"=10" GHT D — EXISTING SIGHT DISTANCE EASEMENT DB 907 PG 682 385 �--------- - _ _ DlSTA f f ------- _ _ - z�,n 5 0 5 0 5 0 5 ----�-_ MGH_oa, MAWTENANCE, — f f 1oasti,.�7' EASEMENT GHT DISTANCE \ /� �)F Ao EASEMENTo "2 / / \ f f MPS � 5- \ 3ak7, Lj usti 1 395 390 385 380 375 370 365 360 355 350 75 4 MOORES CREEK LN SIGHT DISTANCE PLAN VIEW SP8 scale: 1"=30" �n APPROVED SIGHT DISTANCE PROFILE FOR REFERENCE ONLY ■ .L 0 a .E E C 0 LL rm-m Fi 0 N M J E-1 � O p f� w Z CnC~ W E--1 t� J F � O � v w U) DOM. PROJECT NO:16.007 INDEX TITLE: SHEET NO: 8 of, 18 DATE: 5/08/17 z 0 o C\2 o C\2co o x x y� z O q z Q Q " � Q x U 7O F� r4 � d o �o CQ U Om >U-�I CO C] LJ * WFW �- Wbo � Z az W z 0 E-E a rn z z z z w w w w w 0 0 0 0 U U U U E--F E--E E--E E--E z z z z 0 0 0 0 0 0 0 V U U U z O � � � O d 0� 0 W �D <1 E� O a D� W z x SHEET NO. C-404 SHEET 23 of 25 0 z 00 O 02 O o x x O z 6 6 0. frA as o Q a Z x Ca W Ca U Statistics Sao C\2o Ste, f�-I W rF�e E. N CU Description Symbol Avg/Min 4 •W CV O O ,cy �60U C\,m co U :d co Property Line + 0.5 fc 0.0 fc N/A N/A 0.0 fc ycoq * F W Woolen Mills X 14.9 fc 0.0 fc N/A N/A 1.8 fc W �_ Ws0 Z P. W O U d' ® LE TE K Project Woolen Mills Light Industrial o E TE K Project Woolen Mills Light Industrial Z Type Eseta1 f.. Type Eseta2 a LITE-ON GROUP Catalog No. ESl-24H-MV-NW-W-XX-530 L LITE-ON GROUP Catalog No. ES2-130H-MV-CW-W-DB-450 �i ,c.y W EsetaTM LED Wall Sconce EsetaTM LED Wall Sconce ES1 ES2 Luminaire Data Luminaire Data Weight 9.9 Ibs [4.5 kg] 14.6lbs [6.5kg] with EM, MS options V F+ W {/1 � A w _ � Ordering Information Sample Catalog No. E5124H MV NW W BK 700 EM ES1 24H MV NW W DB 530 No. & Type Color Drive Product Voltage Distribution Finish' Options of LEDs Temperature 1 Current a 350 350mA PC6 Photo Control ES1 24H MV 120-277V WW 3000K W Wide BK Black 48H HV 347-480V NW 4000K FT Forward DB Dark 530 530mA MSL24 Motion Sensor, L2 Lens CW 5000K Throw Bronze 700 700mA MSL34 Motion Sensor, L3 Lens EMs Emergency Battery GY Gray System WH White FSIR100 Motion Sensor Configuration Tool Notes: 1 Consult factory for other color temperatures. 2 Consult factory for non-standard finish options. See page 2 for specifications. 3 Factory set drive current, non -field adjustable. 700mA is not available for 49H version. Refer to performance data on page 2. Consult factory for other drive current options. 4 Motion Sensor available with MV only. Motion Sensor default setting dims luminaire to 50%when no motion is detected for 5 minutes. Field adjustable settings available using FSIR100 option. 5 Emergency Battery System available with MV only. 3-year limited warranty on Emergency BatterySystem. 6 Available with MV. Consult factory for HV option, single voltage only, either 347V or 480v. EsetaTM LED Wall Sconce ES1 Performance Data All data nominal, consult factory for IES files or LM-79 reports. Two Distributions Wide Distribution Forward Throw Distribution CCT No. of LEDs & Type Drive Current (mA) System Wattage (W) Delivered Lumens (Lm) Efficacy (Lm/W) System Wattage (W) Delivered Lumens (Lm) Efficacy (Lm/W) 350 30 3205 108 28 3146 112 24H 530 45 4690 103 43 4604 108 3000K 700 56 5641 101 53 5537 104 48H 530 83 8926 106 81 8751 108 350 29 3301 1 115 30 3471 117 24H 530 44 4541 104 43 4548 105 4000K 700 59 5771 99 59 5738 98 48H 530 82 8707 106 83 8466 102 350 29 3730 130 30 3922 132 24H 530 44 5131 118 43 5139 119 5000K 700 58 6521 112 56 6260 112 48H 530 82 9839 120 84 9585 115 EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ADJACENT ROADS. THE SPILLOVER OR LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. :[0l[0l•1al:4[y0W_V■,d91AN1119 MCOYMMI»[1MIS11 9l Weight 15 Ibs [6.8 kg] 20.1 Ills [9.1kg] with EM option Ordering Information Sample Catalog No. ES2 88H MV NW W BK 450 EM ES2 I130H MV CW Product No. & Type Voltage Color of LEDs Temperatul ES2 88H MV 120-277V WW 3000K 130H HV 347-480V NW 4000K CW SOOOK Distribution I Finish2 W Wide BK Black FT Forward DB Dark Throw Bronze GY Gray WH White lao,.�al W y� J 3 � 3 450 Drive Current' 450 450mA I PC, PCII MSL33 MSL7' EM4 FSIR100 Options Button Type Photo Control ANSI 7-Wire Photocontrol Receptacle Motion Sensor, L3 Lens Motion Sensor, L7 Lens Emergency Battery System Motion Sensor Configuration Tool Notes: 1 Consult factory for other color temperatures. 2 Consult factory for non-standard finish options. Seepage 2 for specifications. 3 Motion Sensor default setting dims luminalre to 50%when no motion is detected for 5 minutes. Field adjustable settings available using FSIR100 option. 4 Emergency Battery System available with MV only. 5 Available with MV Consult factory for HV option, single voltage only, either 347V or 48OV. EsetaTM LED Wall Sconce Performance Data All data nominal, consult factory for IES files or LM-79 reports. Two Distributions Wide Distribution Forward Throw Distribution ��T No. of LEDs & Type Drive Current (mA) System Wattage (W) Delivered Lumens (Lm) Efficacy (Lm/W) System Wattage (W) Delivered Lumens (Lm) Efficacy (Lm/W) 3000K 88H 450 1 128.8 13285 103.1 129.7 13491 104.0 1 130H 185.8 18973 102.1 182.4 18690 102.5 4000K 88H 130.1 14032 107.9 125.6 14254 113.5 130H 185.3 19562 105.6 1 183.9 19625 106.7 SOOOK 88H 129.0 13981 108.4 1 127.8 1 13943 109.1 130H 184.2 1 19542 106.1 1 181.7 1 19150 105.4 Specifications Die cast aluminum housing with back Tounting plate and outdoor rated cable. Back ounting plate includes novel hanging features allow one -person installation. Knockouts on the top and bottom of the housing allow conduit entry. Electrical components are accessed behind gasketed optical cover. Light Emitting Diodes Hi-flux/Hi-power white LEDs are tested in accordance with IES LM--80 testing procedures. Warm White (3000K), Neutral White (4000K) and Cool White (5DOOK) with minimum 70 CRI are standard. LEDs are 100% mercury and lead free. Optical Systems The OMNILensT" system creates a low brightness source to reduce glare with precise Wide or Forward Throw distributions. Lens cover is UV stabilized, vandal -resistant polycarbonate. Luminaire produces 0%total lumens above 900 (BUG Rating, U=0). Color Specifications Electrical Power supply features a minimum power factor of.90 and <20%Total Harmonic Distortion (THD). EMC meets or exceeds FCC CFR Part 15. Transient voltage complies with ANSI C62.41 Cat. A. Integral surge protector is tested per ANSI/ IEEE C62.45 procedures based on ANSI/IEEE C62.41.2 definitions for standard and optional waveforms for Location Category C High. Finish Housing receives a fade and abrasion resistant epoxy polyester powder coat. Finish tested to withstand 5000 hours in salt spray exposure per ASTM B117. Finish tested 5000 hours in UV exposure per ASTM G154 and meets ASTM D523 gloss retention. Listings/Ratings/Labels Luminaires are UL listed for use in wet locations and emergency lighting in the United States and Canada. Ambient operating temperature is -40°C to 4TC with no accessories installed. Entire fixture maintains an IP66 and IK10 rating. Design Lights Consortium' 3000K, 4000K and 5000K qualified product. Assembled in the United States. International Dark Sky Association listed. e Order Code Color RALg Eqquivaluival ent GY Gray 7040 429C BK Black 9004 426C DB Dark Bronze 6022 BLACK 2C WH White 9003 11-0601 Natural HA 9006 N/A Aluminum Photometry Luminaires are photometrically tested by certified independent testing laboratories in accordance with IES LM-79 testing procedures. Lumen Maintenance TM-21 lumen Maintenance (hours) at 25°c Models At 50,000 At 100,000 ES1-24H 99% 97% E5148H 97% 93% Warranty SO -year limited warranty is standard on luminaire and components. 5-year limited warranty on motion sensor and photo control. 3-year limited warranty on Emergency Battery System. w 6 Cl r` I o 0 z O E-E a U W Ca z � I C\2 co Z a z H SHEET NO. C-405 SHEET 24 of 25 PRESERVED SLOPE ZONING II���JI�/`�\y\/ 2a G 2D 40' 60 �G\N1A �`'•�2 O yu MANAGED SLOPE TONING s vi a 6 D \ SCALE: 1"=20' ® VARIABLE VADTE FOREST AND OPEN SPACEEASEMENT J z 100 ti d E S / 4 \ \ �\ \ Z 6 / \ �, c4 o Q m z ra w P x \\ Q Q x U 1 402.45 \ TMP 77-40N �z a z 1 X \ \ \ TREY COMMERCIAL RENTALS, LLC TMP 77-40M �\ \ \ DB 2893-653 a * W \ — — — — —402/ H5, LLC v ` \ \ \ DB 907-684, PLAT , — \ o - W ¢ o DB 5033-635 ` \ ` \ — ' \ Ex. 101 ZONE: LI _ — /•' / i ' /�i / / \ l \ ZONE. LI \ Rim= 403.51-STORA_GY, Q c� w N .0 '— a o N *� 0 . / / \ FENCE USE. WAREHOUSE USE: DIST. \ c\�P\N�\N� \\v. 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